Park West Crossing-LR140512CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94141126.0001
Service Date: 05/12/14 8901 Carpenter Frwy., Suite 100
Report Date:05/15/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number 94141126
Material Information Sample Information
Source of Material:Native Sample Date:05/12/14
Proposed Use:Common fill Sampled By:Paul Butler
Sample Location:-1' @ Building pad
Sample Description:Dark brown clay with trace sand
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:75
Test Method:Method A Plastic Limit:27
Sample Preparation:Wet Plasticity Index:48
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):95.3 Passing #200 (%):85.0
Optimum Water Content (%):24.2
USCS:CH
Comments:
Services:Moisture-Density Relations
Terracon Rep.: Paul Butler
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler
Reviewed By:_______________________________
James D. Baze
Project Manager
Test Methods:ASTM D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of
the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein
are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
323130292827262524232221201918
89
90
91
92
93
94
95
96
97
Water Content (%)
D r y U n i t W e i g h t
(
p c f )
CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94141126.0002
Service Date: 05/12/14 8901 Carpenter Frwy., Suite 100
Report Date:05/15/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number 94141126
Material Information Sample Information
Source of Material:Native Sample Date:05/12/14
Proposed Use:Common fill Sampled By:Paul Butler
Sample Location:-7' @ Building pad
Sample Description:Brown, tan and gray clay with trace sand
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:74
Test Method:Method A Plastic Limit:24
Sample Preparation:Wet Plasticity Index:50
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):96.2 Passing #200 (%):85.7
Optimum Water Content (%):23.0
USCS:CH
Comments:
Services:Moisture-Density Relations
Terracon Rep.: Paul Butler
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler
Reviewed By:_______________________________
James D. Baze
Project Manager
Test Methods:ASTM D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of
the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein
are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
3130292827262524232221201918
89
90
91
92
93
94
95
96
97
98
Water Content (%)
D r y U n i t W e i g h t
(
p c f )
SUBGRADE VERIFICATION OBSERVATION REPORT
Report Number:94141126.0003
Service Date:05/14/14 8901 Carpenter Frwy., Suite 100
Report Date:05/20/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Travel to the project site to perform testing/observation services as requested.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 dgr
On this date, Terracon's representative arrived at the above referenced job site as scheduled to verify excavation of bldg. pad D. The
following was observed and/or tested.
Terracon’s representative observed that the south end of the pad was excavated down to 11 foot and all the upper clays
were removed. The rest of the pad was not complete at the time of this observation.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0004
05/15/14
05/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4195.324.294141126.0001 Dark brown clay with trace sand ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1 15' N & 180' W of SE corner of
pad
10' BFG 1 6 118.0 28.9 32.4 89.1 93
2 15' N & 180' W of SE corner of
pad
9' BFG 1 6 119.3 29.0 32.1 90.3 95
3 15' N & 180' W of SE corner of
pad
8' BFG 1 6 119.1 29.1 32.3 90.0 94
4 15' N & 180' W of SE corner of
pad
7' BFG 1 6 118.3 28.7 32.0 89.6 94
5 15' N & 180' W of SE corner of
pad
6' BFG 1 6 119.0 29.2 32.5 89.8 94
6 15' N & 20' W of SE corner of
pad
10' BFG 1 6 118.3 28.8 32.2 89.5 94
7 15' N & 20' W of SE corner of
pad
9' BFG 1 6 118.8 28.9 32.1 89.9 94
8 15' N & 20' W of SE corner of
pad
8' BFG 1 6 118.5 29.0 32.4 89.5 94
9 15' N & 20' W of SE corner of
pad
7' BFG 1 6 118.7 29.0 32.3 89.7 94
10 15' N & 20' W of SE corner of
pad
6' BFG 1 6 119.5 29.4 32.6 90.1 95
11 15' N & 20' W of SE corner of
pad
5' BFG 1 6 119.1 28.3 31.2 90.8 95
12 15' N & 20' W of SE corner of
pad
4' BFG 1 6 118.7 28.1 31.0 90.6 95
13 15' N & 20' W of SE corner of
pad
3' BFG 1 6 118.9 28.0 30.8 90.9 95
14 15' N & 20' W of SE corner of
pad
2' BFG 1 6 118.9 28.2 31.1 90.7 95
15 20' N & 170' W of SE corner of
pad
5' BFG 1 6 118.5 28.0 30.9 90.5 95
16 20' N & 170' W of SE corner of
pad
4' BFG 1 6 119.2 28.4 31.3 90.8 95
17 20' N & 170' W of SE corner of
pad
3' BFG 1 6 118.8 28.2 31.1 90.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0004
05/15/14
05/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
18 20' N & 170' W of SE corner of
pad
2' BFG 1 6 118.8 28.4 31.4 90.4 95
19 15' N & 20' W of SE cornber of
pad
1' BFG 1 6 119.4 28.5 31.3 90.9 95
20 20' N & 170' W of SE corner of
pad
1' BFG 1 6 118.8 28.2 31.1 90.6 95
21 40' N & 20' W of SE corner of
pad
10' BFG 1 6 119.3 29.0 32.1 90.3 95
22 40' N & 20' W of SE corner of
pad
9' BFG 1 6 118.6 28.6 31.8 90.0 94
23 40' N & 20' W of SE corner of
pad
8' BFG 1 6 119.0 28.6 31.6 90.4 95
24 40' N & 20' W of SE corner of
pad
7' BFG 1 6 119.0 28.8 31.9 90.2 95
25 40' N & 180' W of SE corner of
pad
10' BFG 1 6 120.0 29.3 32.3 90.7 95
26 40' N & 180' W of SE corner of
pad
9' BFG 1 6 119.3 28.9 32.0 90.4 95
27 40' N & 180' W of SE corner of
pad
8' BFG 1 6 119.4 28.8 31.8 90.6 95
28 40' N & 180' W of SE corner of
pad
7' BFG 1 6 119.6 29.1 32.2 90.5 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
SUB GRADE VERIFICATION OBSERVATION REPORT
Report Number:94141126.0005
Service Date:05/15/14 8901 Carpenter Frwy., Suite 100
Report Date:05/22/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Travel to the project site to perform testing/observation services as requested.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 dgr
On this date, Terracon's representative arrived at the above referenced job site as scheduled for sub grade verification observation. The
following was observed and/or tested.
Terracon’s representative arrived on site to verify the excavation of Bldg. C. The south end of the pad was excavated
down to 11 foot and all the upper clays were removed. The rest of the pad was not complete at the time of this observation.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0006
05/16/14
05/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4195.324.294141126.0001 Dark brown clay with trace sand ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
29 40' N & 20' W of SE corner of
pad
6' BFG 1 6 119.4 28.7 31.6 90.7 95
30 40' N & 20' W of SE corner of
pad
5' BFG 1 6 118.9 28.4 31.4 90.5 95
31 45' N & 80' W of SE corner of
pad
6' BFG 1 6 118.7 28.3 31.3 90.4 95
32 45' N & 80' W of SE corner of
pad
5' BFG 1 6 119.1 28.5 31.5 90.6 95
33 50' N & 90' W of SE corner of
pad
10' BFG 1 6 118.3 28.1 31.2 90.2 95
34 50' N & 90' W of SE corner of
pad
9' BFG 1 6 118.4 28.4 31.5 90.0 94
35 50' N & 90' W of SE corner of
pad
8' BFG 1 6 118.8 28.4 31.4 90.4 95
36 50' N & 90' W of SE corner of
pad
7' BFG 1 6 119.2 28.6 31.6 90.6 95
37 50' N & 90' W of SE corner of
pad
6' BFG 1 6 119.2 28.4 31.3 90.8 95
38 50' N & 90' W of SE corner of
pad
5' BFG 1 6 118.8 28.6 31.7 90.2 95
39 40' N & 20' W of SE corner of
pad
4' BFG 1 6 118.9 28.6 31.7 90.3 95
40 40' N & 20' W of SE corner of
pad
3' BFG 1 6 119.1 28.5 31.5 90.6 95
41 40' N & 20' W of SE corner of
pad
2' BFG 1 6 118.7 28.3 31.3 90.4 95
42 40' N & 20' W of SE corner of
pad
1' BFG 1 6 119.4 28.7 31.6 90.7 95
43 45' N & 90' W of SE corner of
pad
4' BFG 1 6 119.4 28.9 31.9 90.5 95
44 45' N & 90' W of SE corner of
pad
3' BFG 1 6 119.5 28.7 31.6 90.8 95
45 45' N & 90' W of SE corner of
pad
2' BFG 1 6 119.3 28.8 31.8 90.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0006
05/16/14
05/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
46 45' N & 90' W of SE corner of
pad
1' BFG 1 6 118.6 28.4 31.5 90.2 95
47 50' N & 190' W of SE corner of
pad
4' BFG 1 6 118.4 28.5 31.7 89.9 94
48 50' N & 190' W of SE corner of
pad
3' BFG 1 6 118.4 28.4 31.5 90.0 94
49 50' N & 190' W of SE corner of
pad
2' BFG 1 6 118.8 28.4 31.4 90.4 95
50 50' N & 190' W of SE corner of
pad
1' BFG 1 6 118.7 28.5 31.6 90.2 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0007
05/17/14
05/23/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4195.324.294141126.0001 Dark brown clay with trace sand ASTM D698
92-98>/= +4296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. D, Moisture Conditioning
51 80' N & 20' W of SE corner of
pad
10' BFG 1 6 119.0 27.9 30.6 91.1 96
52 80' N & 20' W of SE corner of
pad
9' BFG 1 6 119.3 27.7 30.2 91.6 96
53 80' N & 20' W of SE corner of
pad
8' BFG 1 6 119.1 27.8 30.5 91.3 96
54 80' N & 20' W of SE corner of
pad
7' BFG 1 6 119.9 28.2 30.7 91.7 96
55 80' N & 20' W of SE corner of
pad
6' BFG 1 6 119.3 27.8 30.4 91.5 96
56 80' N & 20' W of SE corner of
pad
5' BFG 1 6 118.8 27.6 30.3 91.2 96
57 80' N & 100' W of SE corner of
pad
10' BFG 1 6 119.0 28.1 30.9 90.9 95
58 80' N & 100' W of SE corner of
pad
9' BFG 1 6 119.7 28.5 31.2 91.2 96
59 80' N & 100' W of SE corner of
pad
8' BFG 1 6 118.5 27.8 30.7 90.7 95
60 80' N & 100' W of SE corner of
pad
7' BFG 1 6 118.8 27.8 30.5 91.0 95
61 80' N & 100' W of SE corner of
pad
6' BFG 1 6 118.8 28.0 30.8 90.8 95
62 80' N & 100' W of SE corner of
pad
5' BFG 1 6 119.0 27.9 30.6 91.1 96
Bldg. Pad
63 80' N & 180' W of SE corner of
pad
10' BFG 1 6 117.7 27.4 30.3 90.3 95
64 80' N & 180' W of SE corner of
pad
9' BFG 1 6 118.3 27.7 30.6 90.6 95
65 80' N & 180' W of SE corner of
pad
8' BFG 1 6 118.7 27.9 30.7 90.8 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0007
05/17/14
05/23/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
66 80' N & 180' W of SE corner of
pad
7' BFG 1 6 118.1 27.6 30.5 90.5 95
67 80' N & 180' W of SE corner of
pad
6' BFG 1 6 117.6 27.4 30.4 90.2 95
68 80' N & 180' W of SE corner of
pad
5' BFG 1 6 118.3 27.9 30.9 90.4 95
69 80' N & 20' W of SE corner of
pad
4' BFG 2 6 117.5 26.8 29.6 90.7 94
70 80' N & 20' W of SE corner of
pad
3' BFG 2 6 118.1 27.2 29.9 90.9 94
71 80' N & 20' W of SE corner of
pad
2' BFG 2 6 118.4 27.1 29.7 91.3 95
72 80' N & 20' W of SE corner of
pad
1' BFG 2 6 118.0 26.9 29.5 91.1 95
73 80' N & 100' W of SE corner of
pad
4' BFG 2 6 117.9 27.1 29.8 90.8 94
74 80' N & 100' W of SE corner of
pad
3' BFG 2 6 118.4 27.4 30.1 91.0 95
75 80' N & 100' W of SE corner of
pad
2' BFG 2 6 118.3 27.1 29.7 91.2 95
76 80' N & 100' W of SE corner of
pad
1' BFG 2 6 118.2 27.3 30.0 90.9 94
77 80' N & 180' W of SE bldg.
corner
4' BFG 2 6 118.4 27.0 29.5 91.4 95
78 80' N & 180' W of SE bldg.
corner
3' BFG 2 6 118.2 27.1 29.8 91.1 95
79 80' N & 180' W of SE bldg.
corner
2' BFG 2 6 118.3 27.0 29.6 91.3 95
80 80' N & 180' W of SE bldg.
corner
1' BFG 2 6 117.9 27.1 29.9 90.8 94
81 10' N & 20' W of SE corner of
pad
10' BFG 2 6 118.2 27.4 30.2 90.8 94
82 10' N & 20' W of SE corner of
pad
9' BFG 2 6 117.7 27.2 30.0 90.5 94
83 10' N & 20' W of SE corner of
pad
8' BFG 2 6 117.7 27.4 30.3 90.3 94
84 10' N & 20' W of SE corner of
pad
7' BFG 2 6 117.9 27.3 30.1 90.6 94
85 10' N & 100' W of SE corner of
pad
10' BFG 2 6 118.1 27.2 29.9 90.9 94
86 10' N & 100' W of SE corner of
pad
9' BFG 2 6 118.1 27.4 30.2 90.7 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0007
05/17/14
05/23/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
87 10' N & 100' W of SE corner of
pad
8' BFG 2 6 117.9 27.5 30.4 90.4 94
88 10' N & 100' W of SE corner of
pad
7' BFG 2 6 117.8 27.2 30.0 90.6 94
89 10' N & 160' W of SE corner of
pad
10' BFG 2 6 117.9 27.1 29.8 90.8 94
90 10' N & 160' W of SE corner of
pad
9' BFG 2 6 117.8 27.3 30.2 90.5 94
91 10' N & 160' W of SE corner of
pad
8' BFG 2 6 117.9 27.5 30.4 90.4 94
92 10' N & 160' W of SE corner of
pad
7' BFG 2 6 118.0 27.3 30.1 90.7 94
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0008
05/19/14
05/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +3196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad
93 100' N & 20' W of SE corner of
pad
10' BFG 1 6 117.6 26.5 29.1 91.1 95
94 100' N & 20' W of SE corner of
pad
9' BFG 1 6 117.6 26.2 28.7 91.4 95
95 100' N & 20' W of SE corner of
pad
8' BFG 1 6 117.3 26.3 28.9 91.0 95
96 100' N & 20' W of SE corner of
pad
7' BFG 1 6 117.8 26.5 29.0 91.3 95
97 100' N & 100' W of SE corner of
pad
10' BFG 1 6 117.7 26.6 29.2 91.1 95
98 100' N & 100' W of SE corner of
pad
9' BFG 1 6 117.6 26.4 28.9 91.2 95
99 100' N & 100' W of SE corner of
pad
8' BFG 1 6 118.1 26.6 29.1 91.5 95
100 100' N & 100' W of SE corner of
pad
7' BFG 1 6 117.3 26.3 28.9 91.0 95
101 100' N & 180' W of SE corner of
pad
10' BFG 1 6 117.7 26.3 28.8 91.4 95
102 100' N & 180' W of SE corner of
pad
9' BFG 1 6 117.6 26.4 29.0 91.2 95
103 100' N & 180' W of SE corner of
pad
8' BFG 1 6 117.7 26.6 29.2 91.1 95
104 100' N & 180' W of SE corner of
pad
7' BFG 1 6 117.2 26.3 28.9 90.9 94
Bldg. C
105 10' N & 20' W of SE corner of
pad
6' BFG 1 6 117.9 26.4 28.9 91.5 95
106 10' N & 20' W of SE corner of
pad
5' BFG 1 6 117.9 26.8 29.4 91.1 95
107 10' N & 20' W of SE corner of
pad
4' BFG 1 6 117.9 26.6 29.1 91.3 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0008
05/19/14
05/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
108 10' N & 20' W of SE corner of
pad
3' BFG 1 6 118.4 26.8 29.3 91.6 95
109 10' N & 100' W of SE corner of
pad
6' BFG 1 6 117.9 26.5 29.0 91.4 95
110 10' N & 100' W of SE corner of
pad
5' BFG 1 6 118.4 26.8 29.3 91.6 95
111 10' N & 100' W of SE corner of
pad
4' BFG 1 6 118.0 26.6 29.1 91.4 95
112 10' N & 100' W of SE corner of
pad
3' BFG 1 6 118.0 26.8 29.4 91.2 95
113 10' N & 160' W of SE corner of
pad
6' BFG 1 6 118.2 26.7 29.2 91.5 95
114 10' N & 160' W of SE corner of
pad
5' BFG 1 6 117.6 26.3 28.8 91.3 95
115 10' N & 160' W of SE corner of
pad
4' BFG 1 6 117.5 26.4 29.0 91.1 95
116 10' N & 160' W of SE corner of
pad
3' BFG 1 6 118.2 26.8 29.3 91.4 95
Bldg. Pad D
117 100' N & 20' W of SE corner of
pad
6' BFG 1 6 119.6 27.9 30.4 91.7 95
118 100' N & 20' W of SE corner of
pad
5' BFG 1 6 119.7 27.8 30.2 91.9 96
119 100' N & 20' W of SE corner of
pad
4' BFG 1 6 119.5 27.9 30.5 91.6 95
120 100' N & 100' W of SE corner of
pad
6' BFG 1 6 119.5 27.7 30.2 91.8 95
121 100' N & 100' W of SE corner of
pad
5' BFG 1 6 119.0 27.5 30.0 91.5 95
122 100' N & 100' W of SE corner of
pad
4' BFG 1 6 119.4 27.8 30.3 91.6 95
123 100' N & 190' W of SE corner of
pad
6' BFG 1 6 119.5 27.7 30.2 91.8 95
124 100' N & 190' W of SE corner of
pad
5' BFG 1 6 119.6 28.0 30.6 91.6 95
125 100' N & 190' W of SE corner of
pad
4' BFG 1 6 119.2 27.8 30.4 91.4 95
Bldg. C
126 10' N & 20' W of SE corner of
pad
2' BFG 1 6 118.9 27.4 29.9 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0008
05/19/14
05/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
127 10' N & 20' W of SE corner of
pad
1' BFG 1 6 118.9 27.6 30.2 91.3 95
128 10' N & 100' W of SE corner of
pad
2' BFG 1 6 118.7 27.6 30.3 91.1 95
129 10' N & 100' W of SE corner of
pad
1' BFG 1 6 118.8 27.4 30.0 91.4 95
130 10' N & 160' W of SE corner of
pad
2' BFG 1 6 118.7 27.5 30.2 91.2 95
131 10' N & 160' W of SE corner of
pad
1' BFG 1 6 119.5 27.9 30.5 91.6 95
132 50' N & 15' W of SE corner of
pad
10' BFG 1 6 119.6 28.1 30.7 91.5 95
133 50' N & 15' W of SE corner of
pad
9' BFG 1 6 119.8 27.9 30.4 91.9 96
134 50' N & 15' W of SE corner of
pad
8' BFG 1 6 119.8 28.1 30.6 91.7 95
135 50' N & 100' W of SE corner of
pad
10' BFG 1 6 119.4 27.9 30.5 91.5 95
136 50' N & 100' W of SE corner of
pad
9' BFG 1 6 119.3 28.1 30.8 91.2 95
137 50' N & 100' W of SE corner of
pad
8' BFG 1 6 119.5 28.0 30.6 91.5 95
138 50' N & 160' W of SE corner of
pad
10' BFG 1 6 119.6 27.9 30.4 91.7 95
139 50' N & 160' W of SE corner of
pad
9' BFG 1 6 118.8 27.6 30.2 91.2 95
140 50' N & 160' W of SE corner of
pad
8' BFG 1 6 119.3 27.9 30.5 91.4 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0008
05/19/14
05/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0009
05/20/14
05/28/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Building Pad D
141 100' N & 20' W of the SE corner
of pad
3' BFG 1 6 118.5 27.1 29.6 91.4 95
142 100' N & 20' W of the SE corner
of pad
2' BFG 1 6 118.5 27.3 29.9 91.2 95
143 100' N & 20' W of the SE corner
of pad
1' BFG 1 6 118.8 27.2 29.7 91.6 95
144 100' N & 100' W of the SE
corner of pad
3' BFG 1 6 118.5 27.0 29.5 91.5 95
145 100' N & 100' W of the SE
corner of pad
2' BFG 1 6 119.2 27.5 30.0 91.7 95
146 100' N & 100' W of the SE
corner of pad
1' BFG 1 6 118.5 27.2 29.8 91.3 95
147 100' N & 190' W of the SE
corner of pad
3' BFG 1 6 118.7 27.2 29.7 91.5 95
148 100' N & 190' W of the SE
corner of pad
2' BFG 1 6 118.2 27.0 29.6 91.2 95
149 100' N & 190' W of the SE
corner of pad
1' BFG 1 6 118.9 27.3 29.8 91.6 95
Building C
150 50' N & 15' W of the SE corner
of pad
7' BFG 1 6 118.3 26.5 28.9 91.8 95
151 50' N & 15' W of the SE corner
of pad
6' BFG 1 6 118.9 26.9 29.2 92.0 96
152 50' N & 15' W of the SE corner
of pad
5' BFG 1 6 118.1 27.4 30.2 90.7 94
153 50' N & 15' W of the SE corner
of pad
4' BFG 1 6 118.0 27.1 29.8 90.9 94
154 50' N & 15' W of the SE corner
of pad
3' BFG 1 6 118.4 27.3 30.0 91.1 95
155 50' N & 90' W of the SE corner
of pad
7' BFG 1 6 117.9 27.1 29.9 90.8 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0009
05/20/14
05/28/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
156 50' N & 90' W of the SE corner
of pad
6' BFG 1 6 118.7 27.5 30.2 91.2 95
157 50' N & 90' W of the SE corner
of pad
5' BFG 1 6 118.7 27.7 30.4 91.0 95
158 50' N & 90' W of the SE corner
of pad
4' BFG 1 6 118.0 27.3 30.1 90.7 94
159 50' N & 90' W of the SE corner
of pad
3' BFG 1 6 118.4 27.5 30.3 90.9 94
160 50' N & 160' W of the SE corner
of pad
7' BFG 1 6 118.4 27.2 29.8 91.2 95
161 50' N & 160' W of the SE corner
of pad
6' BFG 1 6 118.1 27.3 30.1 90.8 94
162 50' N & 160' W of the SE corner
of pad
5' BFG 1 6 118.1 27.5 30.4 90.6 94
163 50' N & 160' W of the SE corner
of pad
4' BFG 1 6 118.3 27.4 30.1 90.9 94
164 50' N & 160' W of the SE corner
of pad
3' BFG 1 6 118.2 27.5 30.3 90.7 94
Building D
165 120' N & 20' W of the SE corner
of pad
10' BFG 1 6 119.0 27.4 29.9 91.6 95
166 120' N & 20' W of the SE corner
of pad
9' BFG 1 6 118.9 27.6 30.2 91.3 95
167 120' N & 20' W of the SE corner
of pad
8' BFG 1 6 119.0 27.5 30.0 91.5 95
168 120' N & 20' W of the SE corner
of pad
7' BFG 1 6 118.9 27.7 30.4 91.2 95
169 120' N & 100' W of the SE
corner of pad
10' BFG 1 6 118.4 27.3 30.0 91.1 95
170 120' N & 100' W of the SE
corner of pad
9' BFG 1 6 118.3 27.5 30.3 90.8 94
171 120' N & 100' W of the SE
corner of pad
8' BFG 1 6 119.0 27.8 30.5 91.2 95
172 120' N & 100' W of the SE
corner of pad
7' BFG 1 6 119.2 27.8 30.4 91.4 95
173 120' N & 180' W of the SE
corner of pad
10' BFG 1 6 119.3 28.1 30.8 91.2 95
174 120' N & 180' W of the SE
corner of pad
9' BFG 1 6 119.2 27.9 30.6 91.3 95
175 120' N & 180' W of the SE
corner of pad
8' BFG 1 6 118.7 27.7 30.4 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0009
05/20/14
05/28/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
176 120' N & 180' W of the SE
corner of pad
7' BFG 1 6 118.6 27.7 30.5 90.9 94
Building Pad C
177 50' N & 20' W of the SE corner
of pad
2' BFG 1 6 118.3 27.2 29.9 91.1 95
178 50' N & 20' W of the SE corner
of pad
1' BFG 1 6 119.0 27.6 30.2 91.4 95
179 50' N & 90' W of the SE corner
of pad
2' BFG 1 6 119.6 27.9 30.4 91.7 95
180 50' N & 90' W of the SE corner
of pad
1' BFG 1 6 119.0 27.5 30.1 91.5 95
181 50' N & 160' W of the SE corner
of pad
2' BFG 1 6 119.0 27.7 30.3 91.3 95
182 50' N & 160' W of the SE corner
of pad
1' BFG 1 6 119.1 27.5 30.0 91.6 95
Comments:
Datum:BFG = below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0010
05/21/14
05/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
183 120' N & 20' W of Se corner of
pad
6' BFG 1 6 120.1 28.2 30.7 91.9 96
184 120' N & 20' W of Se corner of
pad
5' BFG 1 6 119.7 28.0 30.5 91.7 95
185 120' N & 20' W of Se corner of
pad
4' BFG 1 6 119.3 27.8 30.4 91.5 95
186 120' N & 20' W of Se corner of
pad
3' BFG 1 6 119.9 28.1 30.6 91.8 95
187 120' N & 100' W of SE corner of
pad
6' BFG 1 6 119.0 27.4 29.9 91.6 95
188 120' N & 100' W of SE corner of
pad
5' BFG 1 6 119.1 27.7 30.3 91.4 95
189 120' N & 100' W of SE corner of
pad
4' BFG 1 6 118.8 27.5 30.1 91.3 95
190 120' N & 100' W of SE corner of
pad
3' BFG 1 6 119.3 27.8 30.4 91.5 95
191 120' N & 180' W of SE corner of
pad
6' BFG 1 6 119.2 27.5 30.0 91.7 95
192 120' N & 180' W of SE corner of
pad
5' BFG 1 6 118.8 27.3 29.8 91.5 95
193 120' N & 180' W of SE corner of
pad
4' BFG 1 6 119.3 27.7 30.2 91.6 95
194 120' N & 180' W of SE corner of
pad
3' BFG 1 6 118.9 27.5 30.1 91.4 95
195 80' N & 20' W of SE corner of
pad
10' BFG 1 6 118.6 27.2 29.8 91.4 95
196 80' N & 20' W of SE corner of
pad
9' BFG 1 6 118.5 27.5 30.2 91.0 95
197 80' N & 20' W of SE corner of
pad
8' BFG 1 6 118.7 27.4 30.0 91.3 95
198 80' N & 20' W of SE corner of
pad
7' BFG 1 6 118.7 27.6 30.3 91.1 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0010
05/21/14
05/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
199 80' N & 90' W of SE corner of
pad
10' BFG 1 6 118.5 27.3 29.9 91.2 95
200 80' N & 90' W of SE corner of
pad
9' BFG 1 6 118.5 27.6 30.4 90.9 94
201 80' N & 90' W of SE corner of
pad
8' BFG 1 6 118.5 27.4 30.1 91.1 95
202 80' N & 90' W of SE corner of
pad
7' BFG 1 6 119.0 27.7 30.3 91.3 95
203 80' N & 160' W of SE corner of
pad
10' BFG 1 6 118.8 27.2 29.7 91.6 95
204 80' N & 160' W of SE corner of
pad
9' BFG 1 6 118.5 27.3 29.9 91.2 95
205 80' N & 160' W of SE corner of
pad
8' BFG 1 6 119.0 27.6 30.2 91.4 95
206 80' N & 160' W of SE corner of
pad
7' BFG 1 6 118.8 27.7 30.4 91.1 95
Bldg. Pad C
207 80' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.4 31.1 91.3 95
208 80' N & 20' W of SE corner of
pad
5' BFG 1 6 119.9 28.3 30.9 91.6 95
209 80' N & 20' W of SE corner of
pad
4' BFG 1 6 119.7 28.5 31.2 91.2 95
210 80' N & 20' W of SE corner of
pad
3' BFG 1 6 119.5 28.1 30.7 91.4 95
211 80' N & 90' W of SE corner of
pad
6' BFG 1 6 119.9 28.4 31.0 91.5 95
212 80' N & 90' W of SE corner of
pad
5' BFG 1 6 119.9 28.2 30.8 91.7 95
213 80' N & 90' W of SE corner of
pad
4' BFG 1 6 119.8 28.5 31.2 91.3 95
214 80' N & 90' W of SE corner of
pad
3' BFG 1 6 119.7 28.6 31.4 91.1 95
215 80' N & 160' W of SE corner of
pad
6' BFG 1 6 119.9 28.5 31.2 91.4 95
216 80' N & 160' W of SE corner of
pad
5' BFG 1 6 119.9 28.7 31.5 91.2 95
217 80' N & 160' W of SE corner of
pad
4' BFG 1 6 119.5 28.5 31.3 91.0 95
218 80' N & 160' W of SE corner of
pad
3' BFG 1 6 120.2 28.9 31.6 91.3 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0010
05/21/14
05/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
219 120' N & 20' W of SE corner of
pad
2' BFG 1 6 119.3 28.1 30.8 91.2 95
220 120' N & 20' W of SE corner of
pad
1' BFG 1 6 119.5 28.0 30.6 91.5 95
221 120' N & 100' W of SE corner
pad
2' BFG 1 6 119.5 28.2 30.9 91.3 95
222 120' N & 100' W of SE corner
pad
1' BFG 1 6 119.1 28.0 30.7 91.1 95
223 120' N & 190' W of SE corner of
pad
2' BFG 1 6 119.7 28.3 31.0 91.4 95
224 120' N & 190' W of SE corner of
pad
1' BFG 1 6 119.1 28.1 30.9 91.0 95
Bldg. Pad C
225 80' N & 20' W of SE corner of
pad
2' BFG 1 6 119.7 28.5 31.2 91.2 95
226 80' N & 20' W of SE corner of
pad
1' BFG 1 6 119.1 28.2 31.0 90.9 94
227 80' N & 90' W of SE corner of
pad
2' BFG 1 6 119.1 28.0 30.7 91.1 95
228 80' N & 90' W of SE corner of
pad
1' BFG 1 6 119.5 28.2 30.9 91.3 95
229 80' N & 160' W of SE corner of
pad
2' BFG 1 6 118.8 27.8 30.6 91.0 95
230 80' N & 160' W of SE corner of
pad
1' BFG 1 6 119.6 28.2 30.8 91.4 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0010
05/21/14
05/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0011
05/22/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
231 100' N & 20' W of SE corner of
pad
10' BFG 1 6 119.4 28.1 30.8 91.3 95
232 100' N & 20' W of SE corner of
pad
9' BFG 1 6 119.5 28.0 30.6 91.5 95
233 100' N & 20' W of SE corner of
pad
8' BFG 1 6 119.6 27.9 30.4 91.7 95
234 100' N & 20' W of SE corner of
pad
7' BFG 1 6 119.5 28.1 30.7 91.4 95
235 100' N & 20' W of SE corner of
pad
6' BFG 1 6 119.8 28.0 30.5 91.8 95
236 100' N & 20' W of SE corner of
pad
5' BFG 1 6 119.6 28.0 30.6 91.6 95
237 100' N & 90' W of SE corner of
pad
10' BFG 1 6 119.6 28.1 30.7 91.5 95
238 100' N & 90' W of SE corner of
pad
9' BFG 1 6 119.6 27.9 30.4 91.7 95
239 100' N & 90' W of SE corner of
pad
8' BFG 1 6 119.5 27.9 30.5 91.6 95
240 100' N & 90' W of SE corner of
pad
7' BFG 1 6 119.6 28.2 30.8 91.4 95
241 100' N & 90' W of SE corner of
pad
6' BFG 1 6 119.7 28.1 30.7 91.6 95
242 100' N & 90' W of SE corner of
pad
5' BFG 1 6 119.7 27.9 30.4 91.8 95
243 100' N & 160' W of SE corner of
pad
10' BFG 1 6 119.3 28.1 30.8 91.2 95
244 100' N & 160' W of SE corner of
pad
9' BFG 1 6 118.8 27.8 30.6 91.0 95
245 100' N & 160' W of SE corner of
pad
8' BFG 1 6 119.1 27.7 30.3 91.4 95
246 100' N & 160' W of SE corner of
pad
7' BFG 1 6 119.3 28.0 30.7 91.3 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0011
05/22/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
247 100' N & 160' W of SE corner of
pad
6' BFG 1 6 119.3 27.8 30.4 91.5 95
248 100' N & 160' W of SE corner of
pad
5' BFG 1 6 118.9 27.8 30.5 91.1 95
Bldg. Pad D
249 150' N & 20' W of SE corner of
pad
10' BFG 1 6 118.0 27.1 29.8 90.9 94
250 150' N & 20' W of SE corner of
pad
9' BFG 1 6 118.1 27.4 30.2 90.7 94
251 150' N & 20' W of SE corner of
pad
8' BFG 1 6 118.4 27.3 30.0 91.1 95
252 150' N & 20' W of SE corner of
pad
7' BFG 1 6 119.6 27.8 30.3 91.8 95
253 150' N & 20' W of SE corner of
pad
6' BFG 1 6 118.4 27.4 30.1 91.0 95
254 150' N & 100' W of SE corner of
pad
10' BFG 1 6 118.7 27.7 30.4 91.0 95
255 150' N & 100' W of SE corner of
pad
9' BFG 1 6 118.9 27.5 30.1 91.4 95
256 150' N & 100' W of SE corner of
pad
8' BFG 1 6 118.8 27.6 30.3 91.2 95
257 150' N & 100' W of SE corner of
pad
7' BFG 1 6 118.2 27.3 30.0 90.9 94
258 150' N & 100' W of SE corner of
pad
6' BFG 1 6 118.9 27.8 30.5 91.1 95
259 150' N & 190' W of SE corner of
pad
10' BFG 1 6 118.9 27.7 30.4 91.2 95
260 150' N & 190' W of SE corner of
pad
9' BFG 1 6 119.0 27.6 30.2 91.4 95
261 150' N & 190' W of SE corner of
pad
8' BFG 1 6 118.8 27.8 30.5 91.0 95
262 150' N & 190' W of SE corner of
pad
7' BFG 1 6 118.8 27.6 30.3 91.2 95
263 150' N & 190' W of SE corner of
pad
6' BFG 1 6 118.8 27.8 30.6 91.0 95
Bldg. Pad C
264 100' N & 20' W of SE corner of
pad
4' BFG 1 6 117.9 27.0 29.7 90.9 94
265 100' N & 20' W of SE corner of
pad
3' BFG 1 6 117.7 27.1 29.9 90.6 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0011
05/22/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
266 100' N & 20' W of SE corner of
pad
2' BFG 1 6 118.3 27.5 30.3 90.8 94
267 100' N & 20' W of SE corner of
pad
1' BFG 1 6 118.4 27.3 30.0 91.1 95
268 100' N & 80' W of SE corner of
pad
4' BFG 1 6 118.9 27.7 30.4 91.2 95
269 100' N & 80' W of SE corner of
pad
3' BFG 1 6 118.0 27.2 30.0 90.8 94
270 100' N & 80' W of SE corner of
pad
2' BFG 1 6 118.5 27.5 30.2 91.0 95
271 100' N & 80' W of SE corner of
pad
1' BFG 1 6 118.6 27.3 29.9 91.3 95
272 100' N & 150' W of SE corner of
pad
4' BFG 1 6 118.4 27.6 30.4 90.8 94
273 100' N & 150' W of SE corner of
pad
3' BFG 1 6 118.5 27.4 30.1 91.1 95
274 100' N & 150' W of SE corner of
pad
2' BFG 1 6 118.4 27.5 30.3 90.9 94
275 100' N & 150' W of SE corner of
pad
1' BFG 1 6 119.0 27.7 30.3 91.3 95
Bldg. Pad D
276 150' N & 20' W of SE corner of
pad
5' BFG 1 6 119.7 27.9 30.4 91.8 95
277 150' N & 20' W of SE corner of
pad
4' BFG 1 6 119.3 27.6 30.1 91.7 95
278 150' N & 20' W of SE corner of
pad
3' BFG 1 6 119.1 27.6 30.2 91.5 95
279 150' N & 20' W of SE corner of
pad
2' BFG 1 6 119.7 28.0 30.5 91.7 95
280 150' N & 20' W of SE corner of
pad
1' BFG 1 6 119.1 27.5 30.0 91.6 95
281 150' N & 100' W of SE corner of
pad
5' BFG 1 6 117.9 27.0 29.7 90.9 94
282 150' N & 100' W of SE corner of
pad
4' BFG 1 6 118.7 27.3 29.9 91.4 95
283 150' N & 100' W of SE corner of
pad
3' BFG 1 6 119.4 27.7 30.2 91.7 95
284 150' N & 100' W of SE corner of
pad
2' BFG 1 6 118.8 27.4 30.0 91.4 95
285 150' N & 100' W of SE corner of
pad
1' BFG 1 6 119.2 27.7 30.3 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0011
05/22/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
286 150' N & 180' W of SE corner of
pad
5' BFG 1 6 118.7 27.5 30.1 91.2 95
287 150' N & 180' W of SE corner of
pad
4' BFG 1 6 118.8 27.7 30.4 91.1 95
288 150' N & 180' W of SE corner of
pad
3' BFG 1 6 119.1 27.8 30.5 91.3 95
289 150' N & 180' W of SE corner of
pad
2' BFG 1 6 118.6 27.6 30.3 91.0 95
290 150' N & 180' W of SE corner of
pad
1' BFG 1 6 119.2 27.8 30.4 91.4 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0012
05/23/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Building Pad C
291 120' N & 20' W of the SE corner
of pad
10' BFG 1 6 119.5 27.7 30.2 91.8 95
292 120' N & 20' W of the SE corner
of pad
9' BFG 1 6 119.0 27.5 30.0 91.5 95
293 120' N & 20' W of the SE corner
of pad
8' BFG 1 6 119.5 27.8 30.3 91.7 95
294 120' N & 20' W of the SE corner
of pad
7' BFG 1 6 119.0 27.4 29.9 91.6 95
295 120' N & 80' W of the SE corner
of pad
10' BFG 1 6 119.6 27.9 30.4 91.7 95
296 120' N & 80' W of the SE corner
of pad
9' BFG 1 6 119.0 27.6 30.2 91.4 95
297 120' N & 80' W of the SE corner
of pad
8' BFG 1 6 119.5 27.9 30.5 91.6 95
298 120' N & 80' W of the SE corner
of pad
7' BFG 1 6 119.0 27.5 30.1 91.5 95
299 120' N & 150' W of the SE
corner of pad
10' BFG 1 6 119.6 28.0 30.6 91.6 95
300 120' N & 150' W of the SE
corner of pad
9' BFG 1 6 119.1 27.8 30.4 91.3 95
301 120' N & 150' W of the SE
corner of pad
8' BFG 1 6 119.2 27.7 30.3 91.5 95
302 120' N & 150' W of the SE
corner of pad
7' BFG 1 6 119.8 28.0 30.5 91.8 95
Building Pad D
303 180' N & 20' W of the SE corner
of pad
10' BFG 1 6 118.5 28.3 31.4 90.2 94
304 180' N & 20' W of the SE corner
of pad
9' BFG 1 6 118.6 28.1 31.1 90.5 94
305 180' N & 20' W of the SE corner
of pad
8' BFG 1 6 118.8 28.5 31.6 90.3 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0012
05/23/14
05/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
306 180' N & 20' W of the SE corner
of pad
7' BFG 1 6 118.5 28.4 31.5 90.1 94
307 180' N & 100' W of the SE
corner of pad
10' BFG 1 6 119.1 28.7 31.7 90.4 94
308 180' N & 100' W of the SE
corner of pad
9' BFG 1 6 118.5 28.3 31.4 90.2 94
309 180' N & 100' W of the SE
corner of pad
8' BFG 1 6 119.2 28.6 31.6 90.6 94
310 180' N & 100' W of the SE
corner of pad
7' BFG 1 6 119.0 28.7 31.8 90.3 94
311 180' N 7 180' W of the SE
corner of pad
10' BFG 1 6 119.5 28.8 31.7 90.7 94
312 180' N 7 180' W of the SE
corner of pad
9' BFG 1 6 119.0 28.5 31.5 90.5 94
313 180' N 7 180' W of the SE
corner of pad
8' BFG 1 6 119.2 28.8 31.9 90.4 94
314 180' N 7 180' W of the SE
corner of pad
7' BFG 1 6 118.8 28.6 31.7 90.2 94
Comments:
Datum:BFG = below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0013
05/24/14
06/02/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
315 720' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.0 30.5 91.7 95
316 720' N & 20' W of SE corner of
pad
5' BFG 1 6 119.1 27.6 30.2 91.5 95
317 720' N & 20' W of SE corner of
pad
4' BFG 1 6 118.8 27.4 30.0 91.4 95
318 720' N & 20' W of SE corner of
pad
3' BFG 1 6 119.4 27.8 30.4 91.6 95
319 720' N & 20' W of SE corner of
pad
2' BFG 1 6 118.8 27.5 30.1 91.3 95
320 720' N & 20' W of SE corner of
pad
1' BFG 1 6 119.2 27.7 30.3 91.5 95
321 120' N & 80' W of SE corner of
pad
6' BFG 1 6 118.6 27.4 30.0 91.2 95
322 120' N & 80' W of SE corner of
pad
5' BFG 1 6 119.1 27.7 30.3 91.4 95
323 120' N & 80' W of SE corner of
pad
4' BFG 1 6 118.9 27.7 30.4 91.2 95
324 120' N & 80' W of SE corner of
pad
3' BFG 1 6 119.1 27.6 30.2 91.5 95
325 120' N & 80' W of SE corner of
pad
2' BFG 1 6 119.7 28.0 30.5 91.7 95
326 120' N & 80' W of SE corner of
pad
1' BFG 1 6 119.5 28.1 30.7 91.4 95
327 120' N & 150' W of SE corner of
pad
6' BFG 1 6 119.0 27.9 30.6 91.1 95
328 120' N & 150' W of SE corner of
pad
5' BFG 1 6 119.0 27.6 30.2 91.4 95
329 120' N & 150' W of SE corner of
pad
4' BFG 1 6 119.7 27.9 30.4 91.8 95
330 120' N & 150' W of SE corner of
pad
3' BFG 1 6 119.5 27.9 30.5 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0013
05/24/14
06/02/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
331 120' N & 150' W of SE corner of
pad
2' BFG 1 6 118.8 27.5 30.1 91.3 95
332 120' N & 150' W of SE corner of
pad
1' BFG 1 6 119.2 27.7 30.3 91.5 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0014
05/27/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
333 150' N & 20' W of SE corner of
pad
10' BFG 1 6 119.6 28.7 31.6 90.9 94
334 150' N & 20' W of SE corner of
pad
9' BFG 1 6 119.3 28.8 31.8 90.5 94
335 150' N & 20' W of SE corner of
pad
8' BFG 1 6 118.9 28.5 31.5 90.4 94
336 150' N & 20' W of SE corner of
pad
7' BFG 1 6 119.5 28.8 31.7 90.7 94
337 150' N & 80' W of SE corner of
pad
10' BFG 1 6 119.7 29.1 32.1 90.6 94
338 150' N & 80' W of SE corner of
pad
9' BFG 1 6 119.7 28.9 31.8 90.8 94
339 150' N & 80' W of SE corner of
pad
8' BFG 1 6 119.1 28.6 31.6 90.5 94
340 150' N & 80' W of SE corner of
pad
7' BFG 1 6 119.2 28.9 32.0 90.3 94
341 150' N & 150' W of SE corner of
pad
10' BFG 1 6 119.4 28.8 31.8 90.6 94
342 150' N & 150' W of SE corner of
pad
9' BFG 1 6 119.5 28.6 31.5 90.9 94
343 150' N & 150' W of SE corner of
pad
8' BFG 1 6 119.6 28.9 31.9 90.7 94
344 150' N & 150' W of SE corner of
pad
7' BFG 1 6 119.5 29.1 32.2 90.4 94
345 150' N & 20' W of SE corner of
pad
6' BFG 1 6 119.6 27.9 30.4 91.7 95
346 150' N & 20' W of SE corner of
pad
5' BFG 1 6 119.2 28.0 30.7 91.2 95
347 150' N & 20' W of SE corner of
pad
4' BFG 1 6 119.4 27.9 30.5 91.5 95
348 150' N & 20' W of SE corner of
pad
3' BFG 1 6 118.7 27.6 30.3 91.1 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0014
05/27/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
349 150' N & 80' W of SE corner of
pad
6' BFG 1 6 119.4 28.0 30.6 91.4 95
350 150' N & 80' W of SE corner of
pad
5' BFG 1 6 119.5 27.9 30.5 91.6 95
351 150' N & 80' W of SE corner of
pad
4' BFG 1 6 119.0 27.7 30.3 91.3 95
352 150' N & 80' W of SE corner of
pad
3' BFG 1 6 119.9 28.1 30.6 91.8 95
353 150' N & 150' W of SE corner 6' BFG 1 6 119.1 28.1 30.9 91.0 95
354 150' N & 150' W of SE corner 5' BFG 1 6 119.5 28.1 30.7 91.4 95
355 150' N & 150' W of SE corner 4' BFG 1 6 119.0 27.8 30.5 91.2 95
356 150' N & 150' W of SE corner 3' BFG 1 6 119.7 28.2 30.8 91.5 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0015
05/28/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
92-98>/= +4295.324.294141126.0001 Dark brown clay with trace sand ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
357 150' N & 20' W of SE corner of
pad
2' BFG 1 6 119.2 28.5 31.4 90.7 94
358 150' N & 20' W of SE corner of
pad
1' BFG 1 6 118.5 28.1 31.1 90.4 94
359 150' N & 80' W of SE corner of
pad
2' BFG 1 6 118.8 28.3 31.3 90.5 94
360 150' N & 80' W of SE corner of
pad
1' BFG 1 6 118.7 28.4 31.5 90.3 94
361 150' N & 150' W of SE corner of
pad
2' BFG 1 6 118.2 28.1 31.2 90.1 94
362 150' N & 150' W of SE corner of
pad
1' BFG 1 6 119.0 28.6 31.6 90.4 94
363 180' N & 20' W of SE corner of
pad
10' BFG 1 6 119.3 28.1 30.8 91.2 95
364 180' N & 20' W of SE corner of
pad
9' BFG 1 6 119.5 28.0 30.6 91.5 95
365 180' N & 20' W of SE corner of
pad
8' BFG 1 6 119.2 28.1 30.9 91.1 95
366 180' N & 20' W of SE corner of
pad
7' BFG 1 6 118.8 27.8 30.6 91.0 95
367 180' N & 80' W of SE corner of
pad
10' BFG 1 6 119.3 27.9 30.5 91.4 95
368 180' N & 80' W of SE corner of
pad
9' BFG 1 6 119.2 28.0 30.7 91.2 95
369 180' N & 80' W of SE corner of
pad
8' BFG 1 6 119.6 28.2 30.8 91.4 95
370 180' N & 80' W of SE corner of
pad
7' BFG 1 6 118.8 27.8 30.6 91.0 95
371 180' N & 150' W of SE corner of
pad
10' BFG 1 6 119.8 28.3 30.9 91.5 95
372 180' N & 80' W of SE corner of
pad
9' BFG 1 6 119.2 28.0 30.7 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0015
05/28/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
373 180' N & 80' W of SE corner of
pad
8' BFG 1 6 119.4 28.0 30.6 91.4 95
374 180' N & 150' W of SE corner of
pad
7' BFG 1 6 119.2 28.1 30.8 91.1 95
Bldg. Pad D
375 180' N & 20' W of SE corner of
pad
6' BFG 2 6 117.7 27.2 30.0 90.5 95
376 180' N & 20' W of SE corner of
pad
5' BFG 2 6 118.4 27.6 30.4 90.8 95
377 180' N & 20' W of SE corner of
pad
4' BFG 2 6 118.3 27.7 30.6 90.6 95
378 180' N & 20' W of SE corner of
pad
3' BFG 2 6 118.4 27.5 30.3 90.9 95
379 180' N & 20' W of SE corner of
pad
2' BFG 2 6 118.4 27.7 30.5 90.7 95
380 180' N & 20' W of SE corner of
pad
1' BFG 2 6 118.0 27.4 30.2 90.6 95
381 180' N & 100' W of SE corner of
pad
6' BFG 2 6 118.7 27.9 30.7 90.8 95
382 180' N & 100' W of SE corner of
pad
5' BFG 2 6 118.0 27.6 30.5 90.4 95
383 180' N & 100' W of SE corner of
pad
4' BFG 2 6 118.2 27.5 30.3 90.7 95
384 180' N & 100' W of SE corner of
pad
3' BFG 2 6 118.2 27.7 30.6 90.5 95
385 180' N & 100' W of SE corner of
pad
2' BFG 2 6 118.1 27.8 30.8 90.3 95
386 180' N & 100' W of SE corner of
pad
1' BFG 2 6 118.2 27.6 30.5 90.6 95
387 180' N & 108' W of SE corner of
pad
6' BFG 2 6 118.1 27.6 30.5 90.5 95
388 180' N & 108' W of SE corner of
pad
5' BFG 2 6 118.1 27.4 30.2 90.7 95
389 180' N & 108' W of SE corner of
pad
4' BFG 2 6 118.5 27.6 30.4 90.9 95
390 180' N & 108' W of SE corner of
pad
3' BFG 2 6 117.9 27.3 30.1 90.6 95
391 180' N & 108' W of SE corner of
pad
2' BFG 2 6 117.8 27.4 30.3 90.4 95
392 180' N & 108' W of SE corner of
pad
1' BFG 2 6 118.5 27.8 30.6 90.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0015
05/28/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
393 180' N & 20' W of SE corner of
pad
6' BFG 1 6 117.8 27.1 29.9 90.7 94
394 180' N & 20' W of SE corner of
pad
5' BFG 1 6 117.9 27.0 29.7 90.9 94
395 180' N & 20' W of SE corner of
pad
4' BFG 1 6 118.4 27.2 29.8 91.2 95
396 180' N & 20' W of SE corner of
pad
3' BFG 1 6 117.9 26.9 29.6 91.0 95
397 180' N & 20' W of SE corner of
pad
2' BFG 1 6 118.4 27.1 29.7 91.3 95
398 180' N & 20' W of SE corner of
pad
1' BFG 1 6 118.2 27.4 30.2 90.8 94
399 180' N & 80' W of SE corner of
pad
6' BFG 1 6 117.5 26.8 29.6 90.7 94
400 180' N & 80' W of SE corner of
pad
5' BFG 1 6 117.5 26.6 29.3 90.9 94
401 180' N & 80' W of SE corner of
pad
4' BFG 1 6 118.1 26.9 29.5 91.2 95
402 180' N & 80' W of SE corner of
pad
3' BFG 1 6 117.8 26.8 29.4 91.0 95
403 180' N & 80' W of SE corner of
pad
2' BFG 1 6 117.8 27.0 29.7 90.8 94
404 180' N & 80' W of SE corner of
pad
1' BFG 1 6 117.1 26.5 29.3 90.6 94
405 180' N & 150' W of SE corner of
pad
6' BFG 1 6 118.0 27.2 30.0 90.8 94
406 180' N & 150' W of SE corner of
pad
5' BFG 1 6 117.6 27.0 29.8 90.6 94
407 180' N & 150' W of SE corner of
pad
4' BFG 1 6 117.8 26.9 29.6 90.9 94
408 180' N & 150' W of SE corner of
pad
3' BFG 1 6 118.3 27.2 29.9 91.1 95
409 180' N & 150' W of SE corner of
pad
2' BFG 1 6 117.6 26.9 29.7 90.7 94
410 180' N & 150' W of SE corner of
pad
1' BFG 1 6 118.0 27.1 29.8 90.9 94
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0015
05/28/14
06/03/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0016
05/29/14
06/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Building Pad C
411 200' N 720' W of the SE corner
of pad
10' BFG 1 6 119.8 28.3 30.9 91.5 95
412 200' N 720' W of the SE corner
of pad
9' BFG 1 6 118.8 27.8 30.6 91.0 95
413 200' N 720' W of the SE corner
of pad
8' BFG 1 6 119.3 28.1 30.8 91.2 95
414 200' N 720' W of the SE corner
of pad
7' BFG 1 6 119.1 28.0 30.7 91.1 95
415 200' N 720' W of the SE corner
of pad
6' BFG 1 6 119.3 27.9 30.5 91.4 95
416 200' N & 80' W of the SE corner
of pad
10' BFG 1 6 119.3 28.0 30.7 91.3 95
417 200' N & 80' W of the SE corner
of pad
9' BFG 1 6 119.4 27.8 30.4 91.6 95
418 200' N & 80' W of the SE corner
of pad
8' BFG 1 6 119.6 28.2 30.8 91.4 95
419 200' N & 80' W of the SE corner
of pad
7' BFG 1 6 119.5 28.0 30.6 91.5 95
420 200' N & 80' W of the SE corner
of pad
6' BFG 1 6 119.8 28.0 30.5 91.8 95
421 200' N & 150' W of the SE
corner of pad
10' BFG 1 6 119.4 28.3 31.1 91.1 95
422 200' N & 150' W of the SE
corner of pad
9' BFG 1 6 119.4 28.1 30.8 91.3 95
423 200' N & 150' W of the SE
corner of pad
8' BFG 1 6 119.4 28.0 30.6 91.4 95
424 200' N & 150' W of the SE
corner of pad
7' BFG 1 6 119.4 28.2 30.9 91.2 95
425 200' N & 150' W of the SE
corner of pad
6' BFG 1 6 119.6 28.1 30.7 91.5 95
Building Pad D
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0016
05/29/14
06/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
426 200' N & 20' W of the SE corner
of pad
10' BFG 1 6 117.8 27.0 29.7 90.8 94
427 200' N & 20' W of the SE corner
of pad
9' BFG 1 6 118.5 27.3 29.9 91.2 95
428 200' N & 20' W of the SE corner
of pad
8' BFG 1 6 117.8 26.8 29.5 91.0 95
429 200' N & 100' W of the SE
corner of pad
10' BFG 1 6 117.7 27.0 29.8 90.7 94
430 200' N & 100' W of the SE
corner of pad
9' BFG 1 6 117.8 26.9 29.6 90.9 94
431 200' N & 100' W of the SE
corner of pad
8' BFG 1 6 118.4 27.3 30.0 91.1 95
432 200' N & 180' W of the SE
corner of pad
10' BFG 1 6 117.9 27.1 29.9 90.8 94
433 200' N & 180' W of the SE
corner of pad
9' BFG 1 6 118.0 27.4 30.2 90.6 94
434 200' N & 180' W of the SE
corner of pad
8' BFG 1 6 118.0 27.1 29.8 90.9 94
Building Pad C
435 200' N & 20' W of the SE corner
of pad
5' BFG 1 6 119.3 28.1 30.8 91.2 95
436 200' N & 20' W of the SE corner
of pad
4' BFG 1 6 119.5 28.0 30.6 91.5 95
437 200' N & 20' W of the SE corner
of pad
3' BFG 1 6 119.2 28.1 30.9 91.1 95
438 200' N & 20' W of the SE corner
of pad
2' BFG 1 6 119.3 28.0 30.7 91.3 95
439 200' N & 20' W of the SE corner
of pad
1' BFG 1 6 118.7 27.7 30.4 91.0 95
440 200' N & 80' W of the SE corner
of pad
5' BFG 1 6 119.1 28.0 30.7 91.1 95
441 200' N & 80' W of the SE corner
of pad
4' BFG 1 6 118.5 27.7 30.5 90.8 94
442 200' N & 80' W of the SE corner
of pad
3' BFG 1 6 118.0 27.4 30.2 90.6 94
443 200' N & 80' W of the SE corner
of pad
2' BFG 1 6 118.7 27.8 30.6 90.9 94
444 200' N & 80' W of the SE corner
of pad
1' BFG 1 6 118.3 27.6 30.4 90.7 94
445 200' N & 150' W of the SE
corner of pad
5' BFG 1 6 119.0 27.8 30.5 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0016
05/29/14
06/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
446 200' N & 150' W of the SE
corner of pad
4' BFG 1 6 118.4 27.5 30.2 90.9 94
447 200' N & 150' W of the SE
corner of pad
3' BFG 1 6 118.6 27.8 30.6 90.8 94
448 200' N & 150' W of the SE
corner of pad
2' BFG 1 6 118.2 27.5 30.3 90.7 94
449 200' N & 150' W of the SE
corner of pad
1' BFG 1 6 118.8 27.8 30.5 91.0 95
Building Pad D
450 200' N & 20' W of the SE corner
of pad
7' BFG 1 6 119.0 27.4 29.9 91.6 95
451 200' N & 20' W of the SE corner
of pad
6' BFG 1 6 119.1 27.3 29.7 91.8 95
452 200' N & 20' W of the SE corner
of pad
5' BFG 1 6 119.0 27.5 30.1 91.5 95
453 200' N & 100' W of the SE
corner of pad
7' BFG 1 6 118.6 27.2 29.8 91.4 95
454 200' N & 100' W of the SE
corner of pad
6' BFG 1 6 119.2 27.5 30.0 91.7 95
455 200' N & 100' W of the SE
corner of pad
5' BFG 1 6 118.4 27.1 29.7 91.3 95
456 200' N & 180' W of the SE
corner of pad
7' BFG 1 6 118.6 27.0 29.5 91.6 95
457 200' N & 180' W of the SE
corner of pad
6' BFG 1 6 118.5 27.2 29.8 91.3 95
458 200' N & 180' W of the SE
corner of pad
5' BFG 1 6 118.4 26.9 29.4 91.5 95
Building Pad C
459 230' N & 20' W of the SE corner
of pad
10' BFG 1 6 119.3 27.8 30.4 91.5 95
460 230' N & 20' W of the SE corner
of pad
9' BFG 1 6 118.7 27.5 30.1 91.2 95
461 230' N & 20' W of the SE corner
of pad
8' BFG 1 6 119.4 27.8 30.3 91.6 95
462 230' N & 20' W of the SE corner
of pad
7' BFG 1 6 118.7 27.4 30.0 91.3 95
463 230' N & 80' W of the SE corner
of pad
10' BFG 1 6 119.1 28.0 30.7 91.1 95
464 230' N & 80' W of the SE corner
of pad
9' BFG 1 6 119.2 27.8 30.4 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0016
05/29/14
06/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
465 230' N & 80' W of the SE corner
of pad
8' BFG 1 6 119.1 27.9 30.6 91.2 95
466 230' N & 80' W of the SE corner
of pad
7' BFG 1 6 119.5 27.9 30.5 91.6 95
467 230' N & 150' W of the SE
corner of pad
10' BFG 1 6 118.9 28.0 30.8 90.9 94
468 230' N & 150' W of the SE
corner of pad
9' BFG 1 6 119.1 27.9 30.6 91.2 95
469 230' N & 150' W of the SE
corner of pad
8' BFG 1 6 118.6 27.6 30.3 91.0 95
470 230' N & 150' W of the SE
corner of pad
7' BFG 1 6 118.5 27.8 30.7 90.7 94
Comments:
Datum:BFG = below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0017
05/30/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92 - 98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
471 230' N & 20' W of SE corner of
pad
6' BFG 1 6 118.4 27.4 30.1 91.0 95
472 230' N & 20' W of SE corner of
pad
5' BFG 1 6 118.6 27.2 29.8 91.4 95
473 230' N & 20' W of SE corner of
pad
4' BFG 1 6 118.2 27.1 29.7 91.1 95
474 230' N & 20' W of SE corner of
pad
3' BFG 1 6 118.9 27.4 29.9 91.5 95
475 230' N & 20' W of SE corner of
pad
2' BFG 1 6 118.4 27.5 30.2 90.9 94
476 230' N & 20' W of SE corner of
pad
1' BFG 1 6 118.7 27.4 30.0 91.3 95
477 230' N & 80' W of SE corner of
pad
6' BFG 1 6 118.7 27.3 29.9 91.4 95
478 230' N & 80' W of SE corner of
pad
5' BFG 1 6 118.7 27.5 30.2 91.2 95
479 230' N & 80' W of SE corner of
pad
4' BFG 1 6 119.4 27.9 30.5 91.5 95
480 230' N & 80' W of SE corner of
pad
3' BFG 1 6 118.8 27.5 30.1 91.3 95
481 230' N & 80' W of SE corner of
pad
2' BFG 1 6 118.7 27.6 30.3 91.1 95
482 230' N & 80' W of SE corner of
pad
1' BFG 1 6 119.3 27.7 30.2 91.6 95
483 230' N & 150' W of SE corner of
pad
6' BFG 1 6 119.3 27.7 30.2 91.6 95
484 230' N & 150' W of SE corner of
pad
5' BFG 1 6 119.2 27.9 30.6 91.3 95
485 230' N & 150' W of SE corner of
pad
4' BFG 1 6 118.8 27.7 30.4 91.1 95
486 230' N & 150' W of SE corner of
pad
3' BFG 1 6 119.4 27.9 30.5 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0017
05/30/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
487 230' N & 150' W of SE corner of
pad
2' BFG 1 6 118.8 27.6 30.3 91.2 95
488 230' N & 150' W of SE corner of
pad
1' BFG 1 6 118.7 27.7 30.4 91.0 95
Bldg. Pad D
489 200' N & 20' W of SE corner of
pad
4' BFG 1 6 118.8 27.1 29.6 91.7 95
490 200' N & 20' W of SE corner of
pad
3' BFG 1 6 118.7 27.3 29.9 91.4 95
491 200' N & 100' W of SE corner of
pad
4' BFG 1 6 118.5 27.2 29.8 91.3 95
492 200' N & 100' W of SE corner of
pad
3' BFG 1 6 118.5 27.0 29.5 91.5 95
493 200' N & 180' W of SE corner of
pad
4' BFG 1 6 119.0 27.4 29.9 91.6 95
494 200' N & 180' W of SE corner of
pad
3' BFG 1 6 118.4 27.2 29.8 91.2 95
495 200' N & 20' W of SE corner of
pad
2' BFG 1 6 117.8 27.1 29.9 90.7 94
496 200' N & 20' W of SE corner of
pad
1' BFG 1 6 117.9 27.0 29.7 90.9 94
497 200' N & 100' W of SE corner of
pad
2' BFG 1 6 117.8 27.2 30.0 90.6 94
498 200' N & 100' W of SE corner of
pad
1' BFG 1 6 118.6 27.5 30.2 91.1 95
499 200' N & 180' W of SE corner of
pad
2' BFG 1 6 117.9 27.1 29.8 90.8 94
500 200' N & 180' W of SE corner of
pad
1' BFG 1 6 117.9 27.3 30.1 90.6 94
Bldg. Pad C
501 260' N & 20' W of SE corner of
pad
10' BFG 1 6 117.5 26.8 29.6 90.7 94
502 260' N & 20' W of SE corner of
pad
9' BFG 1 6 118.1 27.2 29.9 90.9 94
503 260' N & 20' W of SE corner of
pad
8' BFG 1 6 118.9 27.7 30.4 91.2 95
504 260' N & 20' W of SE corner of
pad
7' BFG 1 6 118.1 27.3 30.1 90.8 94
505 260' N & 20' W of SE corner of
pad
6' BFG 1 6 118.2 27.2 29.9 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0017
05/30/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
506 260' N & 80' W of SE corner of
pad
10' BFG 1 6 118.8 27.7 30.4 91.1 95
507 260' N & 80' W of SE corner of
pad
9' BFG 1 6 118.9 27.9 30.7 91.0 95
508 260' N & 80' W of SE corner of
pad
8' BFG 1 6 118.6 27.5 30.2 91.1 95
509 260' N & 80' W of SE corner of
pad
7' BFG 1 6 119.1 27.8 30.5 91.3 95
510 260' N & 80' W of SE corner of
pad
6' BFG 1 6 118.8 27.8 30.6 91.0 95
511 260' N & 150' W of SE corner of
pad
10' BFG 1 6 119.0 27.6 30.2 91.4 95
512 260' N & 150' W of SE corner of
pad
9' BFG 1 6 119.0 27.3 29.8 91.7 95
513 260' N & 150' W of SE corner of
pad
8' BFG 1 6 118.6 27.1 29.6 91.5 95
514 260' N & 150' W of SE corner of
pad
7' BFG 1 6 118.6 27.3 29.9 91.3 95
515 260' N & 150' W of SE corner of
pad
6' BFG 1 6 118.6 27.5 30.2 91.1 95
Comments:
Datum:BFG = Below Final Grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0018
05/31/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92 - 98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
516 230' N & 20' W of SE corner of
pad
10' BFG 1 6 119.0 28.0 30.8 91.0 95
517 230' N & 20' W of SE corner of
pad
9' BFG 1 6 119.4 28.0 30.6 91.4 95
518 230' N & 20' W of SE corner of
pad
8' BFG 1 6 118.7 27.5 30.2 91.2 95
519 230' N & 20' W of SE corner of
pad
7' BFG 1 6 119.7 28.1 30.7 91.6 95
520 230' N & 20' W of SE corner of
pad
6' BFG 1 6 119.1 27.8 30.5 91.3 95
521 230' N & 100' W of SE corner of
pad
10' BFG 1 6 119.9 28.2 30.7 91.7 95
522 230' N & 100' W of SE corner of
pad
9' BFG 1 6 119.3 27.9 30.5 91.4 95
523 230' N & 100' W of SE corner of
pad
8' BFG 1 6 119.7 27.9 30.4 91.8 95
524 230' N & 100' W of SE corner of
pad
7' BFG 1 6 119.5 28.0 30.6 91.5 95
525 230' N & 100' W of SE corner of
pad
6' BFG 1 6 119.4 28.1 30.8 91.3 95
526 230' N & 180' W of SE corner of
pad
10' BFG 1 6 119.2 28.3 31.1 90.9 94
527 230' N & 180' W of SE corner of
pad
9' BFG 1 6 119.2 28.0 30.7 91.2 95
528 230' N & 180' W of SE corner of
pad
8' BFG 1 6 118.9 27.8 30.5 91.1 95
529 230' N & 180' W of SE corner of
pad
7' BFG 1 6 119.2 27.7 30.3 91.5 95
530 230' N & 180' W of SE corner of
pad
6' BFG 1 6 119.2 27.9 30.6 91.3 95
Bldg. Pad C
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0018
05/31/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
531 260' N & 20' W of SE corner of
pad
5' BFG 1 6 119.1 27.3 29.7 91.8 95
532 260' N & 20' W of SE corner of
pad
4' BFG 1 6 118.6 27.3 29.9 91.3 95
533 260' N & 20' W of SE corner of
pad
3' BFG 1 6 119.0 27.5 30.1 91.5 95
534 260' N & 20' W of SE corner of
pad
2' BFG 1 6 118.1 27.0 29.6 91.1 95
535 260' N & 20' W of SE corner of
pad
1' BFG 1 6 118.6 27.2 29.8 91.4 95
536 260' N & 80' W of SE corner of
pad
5' BFG 1 6 118.3 27.2 29.9 91.1 95
537 260' N & 80' W of SE corner of
pad
4' BFG 1 6 118.4 27.1 29.7 91.3 95
538 260' N & 80' W of SE corner of
pad
3' BFG 1 6 118.6 27.1 29.6 91.5 95
539 260' N & 80' W of SE corner of
pad
2' BFG 1 6 118.7 27.5 30.1 91.2 95
540 260' N & 80' W of SE corner of
pad
1' BFG 1 6 118.3 27.1 29.7 91.2 95
Bldg. Pad D
541 260' N & 20' W of SE corner of
pad
10' BFG 1 6 118.4 27.9 30.8 90.5 94
542 260' N & 20' W of SE corner of
pad
9' BFG 1 6 118.4 27.6 30.4 90.8 94
543 260' N & 20' W of SE corner of
pad
8' BFG 1 6 118.3 27.7 30.6 90.6 94
544 260' N & 20' W of SE corner of
pad
7' BFG 1 6 118.4 27.5 30.3 90.9 94
545 260' N & 20' W of SE corner of
pad
6' BFG 1 6 118.4 27.7 30.5 90.7 94
546 260' N & 100' W of SE corner of
pad
10' BFG 1 6 118.2 27.8 30.7 90.4 94
547 260' N & 100' W of SE corner of
pad
9' BFG 1 6 117.6 27.5 30.5 90.1 94
548 260' N & 100' W of SE corner of
pad
8' BFG 1 6 118.1 27.5 30.4 90.6 94
549 260' N & 100' W of SE corner of
pad
7' BFG 1 6 118.1 27.8 30.8 90.3 94
550 260' N & 100' W of SE corner of
pad
6' BFG 1 6 118.2 27.7 30.6 90.5 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0018
05/31/14
06/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
551 260' N & 180' W of SE corner of
pad
10' BFG 1 6 118.4 27.6 30.4 90.8 94
552 260' N & 180' W of SE corner of
pad
9' BFG 1 6 118.9 27.9 30.7 91.0 95
553 260' N & 180' W of SE corner of
pad
8' BFG 1 6 118.2 27.5 30.3 90.7 94
554 260' N & 180' W of SE corner of
pad
7' BFG 1 6 118.6 27.7 30.5 90.9 94
555 260' N & 180' W of SE corner of
pad
6' BFG 1 6 118.0 27.4 30.2 90.6 94
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0019
06/02/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
556 260' N & 20' W of SE corner of
pad
5' BFG 1 6 119.2 27.6 30.1 91.6 95
557 260' N & 20' W of SE corner of
pad
4' BFG 1 6 119.2 27.8 30.4 91.4 95
558 260' N & 20' W of SE corner of
pad
3' BFG 1 6 118.9 27.6 30.2 91.3 95
559 260' N & 20' W of SE corner of
pad
2' BFG 1 6 119.4 27.9 30.5 91.5 95
560 260' N & 20' W of SE corner of
pad
1' BFG 1 6 119.1 28.0 30.7 91.1 95
561 260' N & 100' W of SE corner of
pad
5' BFG 1 6 119.3 27.5 30.0 91.8 95
562 260' N & 100' W of SE corner of
pad
4' BFG 1 6 119.4 27.9 30.5 91.5 95
563 260' N & 100' W of SE corner of
pad
3' BFG 1 6 119.4 28.0 30.6 91.4 95
564 260' N & 100' W of SE corner of
pad
2' BFG 1 6 119.6 27.9 30.4 91.7 95
565 260' N & 100' W of SE corner of
pad
1' BFG 1 6 118.9 27.6 30.2 91.3 95
566 260' N & 180' W of SE corner
pad
5' BFG 1 6 119.3 27.4 29.8 91.9 96
567 260' N & 180' W of SE corner
pad
4' BFG 1 6 119.1 27.5 30.0 91.6 95
568 260' N & 180' W of SE corner
pad
3' BFG 1 6 119.1 27.3 29.7 91.8 95
569 260' N & 180' W of SE corner
pad
2' BFG 1 6 118.7 27.5 30.1 91.2 95
570 260' N & 180' W of SE corner
pad
1' BFG 1 6 119.1 27.6 30.2 91.5 95
Bldg. Pad C
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0019
06/02/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
571 290' N & 20' W of SE corner of
pad
10' BFG 1 6 118.8 27.1 29.6 91.7 95
572 290' N & 20' W of SE corner of
pad
9' BFG 1 6 119.4 27.5 29.9 91.9 96
573 290' N & 20' W of SE corner of
pad
8' BFG 1 6 118.9 27.6 30.2 91.3 95
574 290' N & 80' W of SE corner of
pad
10' BFG 1 6 118.9 27.4 29.9 91.5 95
575 290' N & 80' W of SE corner of
pad
9' BFG 1 6 118.9 27.7 30.4 91.2 95
576 290' N & 80' W of SE corner of
pad
8' BFG 1 6 118.5 27.4 30.1 91.1 95
577 290' N & 150' W of SE corner of
pad
10' BFG 1 6 119.0 27.6 30.2 91.4 95
578 290' N & 150' W of SE corner of
pad
9' BFG 1 6 119.6 28.0 30.6 91.6 95
579 290' N & 150' W of SE corner of
pad
8' BFG 1 6 119.0 27.5 30.0 91.5 95
580 290' N & 20' W of SE corner of
pad
7' BFG 1 6 118.7 27.8 30.6 90.9 94
581 290' N & 20' W of SE corner of
pad
6' BFG 1 6 119.6 28.2 30.8 91.4 95
582 290' N & 20' W of SE corner of
pad
5' BFG 1 6 118.9 27.8 30.5 91.1 95
583 290' N & 20' W of SE corner of
pad
4' BFG 1 6 119.5 28.2 30.9 91.3 95
584 290' N & 20' W of SE corner of
pad
3' BFG 1 6 118.8 27.8 30.6 91.0 95
585 290' N & 20' W of SE corner of
pad
2' BFG 1 6 119.3 27.8 30.4 91.5 95
586 290' N & 20' W of SE corner of
pad
1' BFG 1 6 119.0 27.8 30.5 91.2 95
587 290' N & 80' W of SE corner of
pad
7' BFG 1 6 118.6 27.5 30.2 91.1 95
588 290' N & 80' W of SE corner of
pad
6' BFG 1 6 118.5 27.7 30.5 90.8 94
589 290' N & 80' W of SE corner of
pad
5' BFG 1 6 118.9 27.5 30.1 91.4 95
590 290' N & 80' W of SE corner of
pad
4' BFG 1 6 119.1 27.9 30.6 91.2 95
591 290' N & 80' W of SE corner of
pad
3' BFG 1 6 119.2 27.7 30.3 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0019
06/02/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
592 290' N & 80' W of SE corner of
pad
2' BFG 1 6 119.1 27.6 30.2 91.5 95
593 290' N & 80' W of SE corner of
pad
1' BFG 1 6 119.2 28.0 30.7 91.2 95
594 290' N & 150' W of SE corner of
pad
7' BFG 1 6 118.8 27.8 30.5 91.0 95
595 290' N & 150' W of SE corner of
pad
6' BFG 1 6 119.4 28.1 30.8 91.3 95
596 290' N & 150' W of SE corner of
pad
5' BFG 1 6 119.8 28.1 30.6 91.7 95
597 290' N & 150' W of SE corner of
pad
4' BFG 1 6 119.3 27.8 30.4 91.5 95
598 290' N & 150' W of SE corner of
pad
3' BFG 1 6 118.4 27.3 30.0 91.1 95
599 290' N & 150' W of SE corner of
pad
2' BFG 1 6 119.0 27.6 30.2 91.4 95
600 290' N & 150' W of SE corner of
pad
1' BFG 1 6 119.1 27.9 30.6 91.2 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
601 320' N & 20' W of SE corner of
pad
10' BFG 1 6 117.8 27.1 29.9 90.7 94
602 320' N & 20' W of SE corner of
pad
9' BFG 1 6 117.9 27.0 29.7 90.9 94
603 320' N & 20' W of SE corner of
pad
8' BFG 1 6 118.0 27.5 30.4 90.5 94
604 320' N & 20' W of SE corner of
pad
7' BFG 1 6 117.4 27.2 30.2 90.2 94
605 320' N & 20' W of SE corner of
pad
6' BFG 1 6 117.8 27.2 30.0 90.6 94
606 320' N & 80' W of SE corner of
pad
10' BFG 1 6 118.3 27.4 30.1 90.9 94
607 320' N & 80' W of SE corner of
pad
9' BFG 1 6 118.1 27.6 30.5 90.5 94
608 320' N & 80' W of SE corner of
pad
8' BFG 1 6 117.5 27.3 30.3 90.2 94
609 320' N & 80' W of SE corner of
pad
7' BFG 1 6 118.5 27.8 30.6 90.7 94
610 320' N & 80' W of SE corner of
pad
6' BFG 1 6 117.7 27.3 30.2 90.4 94
611 320' N & 150' W of SE corner of
pad
10' BFG 1 6 117.1 27.0 30.0 90.1 94
612 320' N & 150' W of SE corner of
pad
9' BFG 1 6 117.8 27.4 30.3 90.4 94
613 320' N & 150' W of SE corner of
pad
8' BFG 1 6 118.5 27.5 30.2 91.0 95
614 320' N & 150' W of SE corner of
pad
7' BFG 1 6 118.0 27.2 30.0 90.8 94
615 320' N & 150' W of SE corner of
pad
6' BFG 1 6 118.2 27.6 30.5 90.6 94
Bldg. Pad D
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
616 290' N & 20' W of SE corner of
pad
10' BFG 1 6 119.1 27.9 30.6 91.2 95
617 290' N & 20' W of SE corner of
pad
9' BFG 1 6 118.7 28.0 30.9 90.7 94
618 290' N & 20' W of SE corner of
pad
8' BFG 1 6 118.6 27.7 30.5 90.9 94
619 290' N & 20' W of SE corner of
pad
7' BFG 1 6 118.5 27.9 30.8 90.6 94
620 290' N & 20' W of SE corner of
pad
6' BFG 1 6 118.0 27.5 30.4 90.5 94
621 290' N & 100' W of SE corner of
pad
10' BFG 1 6 118.5 28.1 31.1 90.4 94
622 290' N & 100' W of SE corner of
pad
9' BFG 1 6 118.5 27.8 30.7 90.7 94
623 290' N & 100' W of SE corner of
pad
8' BFG 1 6 118.6 28.0 30.9 90.6 94
624 290' N & 100' W of SE corner of
pad
7' BFG 1 6 118.5 27.7 30.5 90.8 94
625 290' N & 100' W of SE corner of
pad
6' BFG 1 6 118.6 27.9 30.8 90.7 94
626 290' N & 180' W of SE corner of
pad
10' BFG 1 6 118.7 28.2 31.2 90.5 94
627 290' N & 180' W of SE corner of
pad
9' BFG 1 6 119.1 28.2 31.0 90.9 94
628 290' N & 180' W of SE corner of
pad
8' BFG 1 6 118.6 27.9 30.8 90.7 94
629 290' N & 180' W of SE corner of
pad
7' BFG 1 6 118.8 28.2 31.1 90.6 94
630 290' N & 180' W of SE corner of
pad
6' BFG 1 6 118.9 28.1 30.9 90.8 94
Bldg. Pad C
631 320' N & 20' W of SE corner of
pad
5' BFG 1 6 118.9 27.9 30.7 91.0 95
632 320' N & 20' W of SE corner of
pad
4' BFG 1 6 118.9 28.2 31.1 90.7 94
633 320' N & 20' W of SE corner of
pad
3' BFG 1 6 118.5 28.0 30.9 90.5 94
634 320' N & 20' W of SE corner of
pad
2' BFG 1 6 118.7 27.8 30.6 90.9 94
635 320' N & 20' W of SE corner of
pad
1' BFG 1 6 118.4 27.9 30.8 90.5 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
636 320' N & 80' W of SE corner of
pad
5' BFG 1 6 119.1 27.9 30.6 91.2 95
637 320' N & 80' W of SE corner of
pad
4' BFG 1 6 119.1 28.1 30.9 91.0 95
638 320' N & 80' W of SE corner of
pad
3' BFG 1 6 118.7 27.9 30.7 90.8 94
639 320' N & 80' W of SE corner of
pad
2' BFG 1 6 119.2 28.1 30.9 91.1 95
640 320' N & 80' W of SE corner of
pad
1' BFG 1 6 118.7 27.8 30.6 90.9 94
641 320' N & 150' W of SE corner of
pad
5' BFG 1 6 118.6 27.9 30.8 90.7 94
642 320' N & 150' W of SE corner of
pad
4' BFG 1 6 118.9 27.8 30.5 91.1 95
643 320' N & 150' W of SE corner of
pad
3' BFG 1 6 118.9 28.1 30.9 90.8 94
644 320' N & 150' W of SE corner of
pad
2' BFG 1 6 118.9 27.9 30.7 91.0 95
645 320' N & 150' W of SE corner of
pad
1' BFG 1 6 118.5 27.6 30.4 90.9 94
Bldg. Pad D
646 320' N & 20' W of SE corner of
pad
10' BFG 1 6 119.3 28.0 30.7 91.3 95
647 320' N & 20' W of SE corner of
pad
9' BFG 1 6 119.5 27.9 30.5 91.6 95
648 320' N & 20' W of SE corner of
pad
8' BFG 1 6 119.8 28.4 31.1 91.4 95
649 320' N & 20' W of SE corner of
pad
7' BFG 1 6 119.9 28.2 30.7 91.7 95
650 320' N & 20' W of SE corner of
pad
6' BFG 1 6 119.5 28.2 30.9 91.3 95
651 320' N & 100' W of SE corner of
pad
10' BFG 1 6 118.6 27.2 29.8 91.4 95
652 320' N & 100' W of SE corner of
pad
9' BFG 1 6 118.4 27.4 30.1 91.0 95
653 320' N & 100' W of SE corner of
pad
8' BFG 1 6 118.4 27.1 29.7 91.3 95
654 320' N & 100' W of SE corner of
pad
7' BFG 1 6 119.0 27.5 30.0 91.5 95
655 320' N & 100' W of SE corner of
pad
6' BFG 1 6 118.7 27.5 30.2 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
656 320' N & 180' W of SE corner of
pad
10' BFG 1 6 118.6 27.1 29.6 91.5 95
657 320' N & 180' W of SE corner of
pad
9' BFG 1 6 119.1 27.4 29.9 91.7 95
658 320' N & 180' W of SE corner of
pad
8' BFG 1 6 118.5 27.1 29.7 91.4 95
659 320' N & 180' W of SE corner of
pad
7' BFG 1 6 118.7 27.5 30.2 91.2 95
660 320' N & 180' W of SE corner of
pad
6' BFG 1 6 118.8 27.4 30.0 91.4 95
Bldg. Pad C
661 350' N & 20' W of SE corner of
pad
10' BFG 1 6 119.4 28.5 31.4 90.9 94
662 350' N & 20' W of SE corner of
pad
9' BFG 1 6 119.4 28.8 31.8 90.6 94
663 350' N & 20' W of SE corner of
pad
8' BFG 1 6 119.4 28.6 31.5 90.8 94
664 350' N & 20' W of SE corner of
pad
7' BFG 1 6 120.0 28.9 31.7 91.1 95
665 350' N & 20' W of SE corner of
pad
6' BFG 1 6 119.1 28.4 31.3 90.7 94
666 350' N & 80' W of SE corner of
pad
10' BFG 1 6 118.2 28.0 31.0 90.2 94
667 350' N & 80' W of SE corner of
pad
9' BFG 1 6 118.4 28.4 31.5 90.0 94
668 350' N & 80' W of SE corner of
pad
8' BFG 1 6 119.1 28.7 31.7 90.4 94
669 350' N & 80' W of SE corner of
pad
7' BFG 1 6 119.2 28.5 31.4 90.7 94
670 350' N & 80' W of SE corner of
pad
6' BFG 1 6 119.0 28.7 31.8 90.3 94
671 350' N & 150' W of SE corner of
pad
10' BFG 1 6 118.6 28.1 31.1 90.5 94
672 350' N & 150' W of SE corner of
pad
9' BFG 1 6 119.4 28.5 31.4 90.9 94
673 350' N & 150' W of SE corner of
pad
8' BFG 1 6 117.5 26.9 29.7 90.6 94
674 350' N & 150' W of SE corner of
pad
7' BFG 1 6 118.5 27.3 29.9 91.2 95
675 350' N & 150' W of SE corner of
pad
6' BFG 1 6 118.5 27.5 30.2 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
676 320' N & 20' W of SE corner of
pad
5' BFG 1 6 119.2 27.4 29.8 91.8 95
677 320' N & 20' W of SE corner of
pad
4' BFG 1 6 119.3 27.7 30.2 91.6 95
678 320' N & 20' W of SE corner of
pad
3' BFG 1 6 119.2 27.5 30.0 91.7 95
679 320' N & 20' W of SE corner of
pad
2' BFG 1 6 119.3 27.8 30.4 91.5 95
680 320' N & 20' W of SE corner of
pad
1' BFG 1 6 118.8 27.6 30.3 91.2 95
681 320' N & 100' W of SE corner of
pad
5' BFG 1 6 118.6 27.9 30.8 90.7 94
682 320' N & 100' W of SE corner of
pad
4' BFG 1 6 119.2 27.8 30.4 91.4 95
683 320' N & 100' W of SE corner of
pad
3' BFG 1 6 118.6 27.6 30.3 91.0 95
684 320' N & 100' W of SE corner of
pad
2' BFG 1 6 119.1 27.8 30.5 91.3 95
685 320' N & 100' W of SE corner of
pad
1' BFG 1 6 119.3 27.7 30.2 91.6 95
686 320' N & 180' W of SE corner of
pad
5' BFG 1 6 119.0 28.0 30.8 91.0 95
687 320' N & 180' W of SE corner of
pad
4' BFG 1 6 118.6 27.8 30.6 90.8 94
688 320' N & 180' W of SE corner of
pad
3' BFG 1 6 119.2 28.0 30.7 91.2 95
689 320' N & 180' W of SE corner of
pad
2' BFG 1 6 119.6 28.2 30.9 91.4 95
690 320' N & 180' W of SE corner of
pad
1' BFG 1 6 118.9 27.8 30.5 91.1 95
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0020
06/03/14
06/09/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 6 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0021
06/04/14
06/11/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
691 350' N & 20' W of SE corner of
pad
5' BFG 1 6 118.5 27.1 29.7 91.4 95
692 350' N & 20' W of SE corner of
pad
4' BFG 1 6 118.5 27.3 29.9 91.2 95
693 350' N & 20' W of SE corner of
pad
3' BFG 1 6 119.4 27.7 30.2 91.7 95
694 350' N & 20' W of SE corner of
pad
2' BFG 1 6 119.0 27.5 30.0 91.5 95
695 350' N & 20' W of SE corner of
pad
1' BFG 1 6 118.9 27.6 30.2 91.3 95
696 350' N & 80' W of SE corner of
pad
5' BFG 1 6 118.7 27.5 30.1 91.2 95
697 350' N & 80' W of SE corner of
pad
4' BFG 1 6 118.9 27.3 29.8 91.6 95
698 350' N & 80' W of SE corner of
pad
3' BFG 1 6 119.2 27.8 30.4 91.4 95
699 350' N & 80' W of SE corner of
pad
2' BFG 1 6 119.3 27.5 30.0 91.8 95
700 350' N & 80' W of SE corner of
pad
1' BFG 1 6 119.3 27.7 30.2 91.6 95
701 350' N & 150' W of SE corner of
pad
5' BFG 1 6 118.9 27.8 30.5 91.1 95
702 350' N & 150' W of SE corner of
pad
4' BFG 1 6 119.2 27.7 30.3 91.5 95
703 350' N & 150' W of SE corner of
pad
3' BFG 1 6 118.8 27.6 30.3 91.2 95
704 350' N & 150' W of SE corner of
pad
2' BFG 1 6 118.4 27.4 30.1 91.0 95
705 350' N & 150' W of SE corner of
pad
1' BFG 1 6 118.5 27.7 30.5 90.8 94
706 380' N & 20' W of SE corner of
pad
10' BFG 1 6 118.8 27.2 29.7 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0021
06/04/14
06/11/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
707 380' N & 20' W of SE corner of
pad
9' BFG 1 6 118.5 27.3 29.9 91.2 95
708 380' N & 20' W of SE corner of
pad
8' BFG 1 6 119.3 27.8 30.4 91.5 95
709 380' N & 20' W of SE corner of
pad
7' BFG 1 6 118.8 27.5 30.1 91.3 95
710 380' N & 20' W of SE corner of
pad
6' BFG 1 6 118.6 27.6 30.3 91.0 95
711 380' N & 80' W of SE corner of
pad
10' BFG 1 6 119.4 27.7 30.2 91.7 95
712 380' N & 80' W of SE corner of
pad
9' BFG 1 6 119.4 28.0 30.6 91.4 95
713 380' N & 80' W of SE corner of
pad
8' BFG 1 6 119.3 27.8 30.4 91.5 95
714 380' N & 80' W of SE corner of
pad
7' BFG 1 6 119.0 27.7 30.3 91.3 95
715 380' N & 80' W of SE corner of
pad
6' BFG 1 6 118.4 27.6 30.4 90.8 94
716 380' N & 150' W of SE corner of
pad
10' BFG 1 6 118.5 27.8 30.6 90.7 94
717 380' N & 150' W of SE corner of
pad
9' BFG 1 6 117.8 27.4 30.3 90.4 94
718 380' N & 150' W of SE corner of
pad
8' BFG 1 6 117.7 27.5 30.5 90.2 94
719 380' N & 150' W of SE corner of
pad
7' BFG 1 6 117.7 27.7 30.8 90.0 94
720 380' N & 150' W of SE corner of
pad
6' BFG 1 6 117.5 27.4 30.4 90.1 94
721 380' N & 20' W of SE corner of
pad
5' BFG 1 6 119.9 28.7 31.5 91.2 95
722 380' N & 20' W of SE corner of
pad
4' BFG 1 6 119.2 28.2 31.0 91.0 95
723 380' N & 20' W of SE corner of
pad
3' BFG 1 6 120.0 28.5 31.2 91.5 95
724 380' N & 20' W of SE corner of
pad
2' BFG 1 6 119.7 28.6 31.4 91.1 95
725 380' N & 20' W of SE corner of
pad
1' BFG 1 6 120.1 28.5 31.1 91.6 95
726 380' N & 80' W of SE corner of
pad
5' BFG 1 6 119.6 28.2 30.9 91.4 95
727 380' N & 80' W of SE corner of
pad
4' BFG 1 6 119.6 28.6 31.4 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0021
06/04/14
06/11/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
728 380' N & 80' W of SE corner of
pad
3' BFG 1 6 119.6 28.3 31.0 91.3 95
729 380' N & 80' W of SE corner of
pad
2' BFG 1 6 119.5 28.4 31.2 91.1 95
730 380' N & 80' W of SE corner of
pad
1' BFG 1 6 120.4 28.9 31.6 91.5 95
731 380' N & 150' W of SE corner of
pad
5' BFG 1 6 119.9 28.5 31.2 91.4 95
732 380' N & 150' W of SE corner of
pad
4' BFG 1 6 119.7 28.7 31.5 91.0 95
733 380' N & 150' W of SE corner of
pad
3' BFG 1 6 120.1 28.6 31.3 91.5 95
734 380' N & 150' W of SE corner of
pad
2' BFG 1 6 119.5 28.3 31.0 91.2 95
735 380' N & 150' W of SE corner of
pad
1' BFG 1 6 119.0 27.3 29.8 91.7 95
736 410' N & 20' W of SE corner of
pad
10' BFG 1 6 119.8 28.6 31.4 91.2 95
737 410' N & 20' W of SE corner of
pad
9' BFG 1 6 119.3 28.3 31.1 91.0 95
738 410' N & 20' W of SE corner of
pad
8' BFG 1 6 120.4 28.9 31.6 91.5 95
739 410' N & 80' W of SE corner of
pad
10' BFG 1 6 119.9 28.6 31.3 91.3 95
740 410' N & 80' W of SE corner of
pad
9' BFG 1 6 119.3 28.2 31.0 91.1 95
741 410' N & 80' W of SE corner of
pad
8' BFG 1 6 120.2 28.8 31.5 91.4 95
742 410' N & 150' W of SE corner of
pad
10' BFG 1 6 120.3 28.6 31.2 91.7 95
743 410' N & 150' W of SE corner of
pad
9' BFG 1 6 119.6 28.4 31.1 91.2 95
744 410' N & 150' W of SE corner of
pad
8' BFG 1 6 120.1 28.6 31.3 91.5 95
745 360' N & 20' W of SE corner of
pad
10' BFG 1 6 119.0 27.9 30.6 91.1 95
746 360' N & 20' W of SE corner of
pad
9' BFG 1 6 118.9 28.1 30.9 90.8 94
747 360' N & 20' W of SE corner of
pad
8' BFG 1 6 119.5 28.1 30.7 91.4 95
748 360' N & 20' W of SE corner of
pad
7' BFG 1 6 119.0 27.8 30.5 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0021
06/04/14
06/11/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
749 360' N & 100' W of SE corner of
pad
10' BFG 1 6 119.9 28.2 30.8 91.7 95
750 360' N & 100' W of SE corner of
pad
9' BFG 1 6 119.0 27.8 30.5 91.2 95
751 360' N & 100' W of SE corner of
pad
8' BFG 1 6 119.2 27.7 30.3 91.5 95
752 360' N & 100' W of SE corner of
pad
7' BFG 1 6 119.0 27.9 30.6 91.1 95
753 360' N & 180' W of SE corner of
pad
10' BFG 1 6 119.9 28.2 30.8 91.7 95
754 360' N & 180' W of SE corner of
pad
9' BFG 1 6 119.1 27.9 30.6 91.2 95
755 360' N & 180' W of SE corner of
pad
8' BFG 1 6 119.1 27.7 30.3 91.4 95
756 360' N & 180' W of SE corner of
pad
7' BFG 1 6 119.8 28.0 30.5 91.8 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0022
06/05/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Building Pad C
817 410' N & 20' W of the SE corner
of pad
7' BFG 1 6 119.1 27.9 30.6 91.2 95
818 410' N & 20' W of the SE corner
of pad
6' BFG 1 6 118.6 27.6 30.3 91.0 95
819 410' N & 20' W of the SE corner
of pad
5' BFG 1 6 119.4 27.8 30.4 91.6 95
820 410' N & 20' W of the SE corner
of pad
4' BFG 1 6 119.0 27.6 30.2 91.4 95
821 410' N & 20' W of the SE corner
of pad
5' BFG 1 6 118.8 27.5 30.1 91.3 95
822 410' N & 20' W of the SE corner
of pad
2' BFG 1 6 119.4 27.9 30.5 91.5 95
823 410' N & 20' W of the SE corner
of pad
1' BFG 1 6 119.1 27.5 30.0 91.6 95
824 410' N & 80' W of the SE corner
of pad
7' BFG 1 6 119.1 27.4 29.9 91.7 95
825 410' N & 80' W of the SE corner
of pad
6' BFG 1 6 119.0 27.6 30.2 91.4 95
826 410' N & 80' W of the SE corner
of pad
5' BFG 1 6 118.6 27.4 30.0 91.2 95
827 410' N & 80' W of the SE corner
of pad
4' BFG 1 6 118.9 27.3 29.8 91.6 95
828 410' N & 80' W of the SE corner
of pad
3' BFG 1 6 119.0 27.7 30.3 91.3 95
829 410' N & 80' W of the SE corner
of pad
2' BFG 1 6 119.5 28.1 30.7 91.4 95
830 410' N & 80' W of the SE corner
of pad
1' BFG 1 6 118.8 27.8 30.5 91.0 95
831 410' N & 150' W of the SE
corner of pad
7' BFG 1 6 119.4 27.8 30.4 91.6 95
832 410' N & 150' W of the SE
corner of pad
6' BFG 1 6 119.5 28.1 30.7 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0022
06/05/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
833 410' N & 150' W of the SE
corner of pad
5' BFG 1 6 118.8 27.6 30.3 91.2 95
834 410' N & 150' W of the SE
corner of pad
4' BFG 1 6 119.4 27.9 30.5 91.5 95
835 410' N & 150' W of the SE
corner of pad
3' BFG 1 6 118.9 27.6 30.2 91.3 95
836 410' N & 150' W of the SE
corner of pad
2' BFG 1 6 119.6 28.0 30.6 91.6 95
837 410' N & 150' W of the SE
corner of pad
1' BFG 1 6 118.8 27.6 30.3 91.2 95
838 440' N & 20' W of the SE corner
of pad
10' BFG 1 6 118.8 27.3 29.8 91.5 95
839 440' N & 20' W of the SE corner
of pad
9' BFG 1 6 119.0 27.2 29.6 91.8 95
840 440' N & 20' W of the SE corner
of pad
8' BFG 1 6 118.4 27.3 30.0 91.1 95
841 440' N & 20' W of the SE corner
of pad
7' BFG 1 6 119.4 27.8 30.4 91.6 95
842 440' N & 20' W of the SE corner
of pad
6' BFG 1 6 119.3 27.5 30.0 91.8 95
843 440' N & 80' W of the SE corner
of pad
10' BFG 1 6 118.9 27.4 29.9 91.5 95
844 440' N & 80' W of the SE corner
of pad
9' BFG 1 6 118.9 27.6 30.2 91.3 95
845 440' N & 80' W of the SE corner
of pad
8' BFG 1 6 119.2 27.6 30.1 91.6 95
846 440' N & 80' W of the SE corner
of pad
7' BFG 1 6 119.1 27.7 30.3 91.4 95
847 440' N & 80' W of the SE corner
of pad
6' BFG 1 6 119.0 27.8 30.5 91.2 95
848 440' N & 150' W of the SE
corner of pad
10' BFG 1 6 119.3 27.7 30.2 91.6 95
849 440' N & 150' W of the SE
corner of pad
9' BFG 1 6 119.4 28.0 30.6 91.4 95
850 440' N & 150' W of the SE
corner of pad
8' BFG 1 6 118.7 27.6 30.3 91.1 95
851 440' N & 150' W of the SE
corner of pad
7' BFG 1 6 119.4 27.9 30.5 91.5 95
852 440' N & 150' W of the SE
corner of pad
6' BFG 1 6 118.8 27.5 30.1 91.3 95
853 440' N & 20' W of the SE corner
of pad
5' BFG 1 6 118.9 27.4 29.9 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0022
06/05/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
854 440' N & 20' W of the SE corner
of pad
4' BFG 1 6 118.7 27.5 30.2 91.2 95
855 440' N & 20' W of the SE corner
of pad
3' BFG 1 6 119.6 27.9 30.4 91.7 95
856 440' N & 20' W of the SE corner
of pad
2' BFG 1 6 118.9 27.5 30.1 91.4 95
857 440' N & 20' W of the SE corner
of pad
1' BFG 1 6 119.4 27.8 30.3 91.6 95
858 440' N & 80' W of the SE corner
of pad
5' BFG 1 6 119.6 28.2 30.8 91.4 95
859 440' N & 80' W of the SE corner
of pad
4' BFG 1 6 119.8 28.1 30.6 91.7 95
860 440' N & 80' W of the SE corner
of pad
3' BFG 1 6 119.4 28.2 30.9 91.2 95
861 440' N & 80' W of the SE corner
of pad
2' BFG 1 6 119.6 28.1 30.7 91.5 95
862 440' N & 80' W of the SE corner
of pad
1' BFG 1 6 119.1 27.8 30.5 91.3 95
863 440' N & 150' W of the SE
corner of pad
5' BFG 1 6 119.0 28.0 30.8 91.0 95
864 440' N & 150' W of the SE
corner of pad
4' BFG 1 6 119.4 28.0 30.6 91.4 95
865 440' N & 150' W of the SE
corner of pad
3' BFG 1 6 119.8 28.1 30.6 91.7 95
866 440' N & 150' W of the SE
corner of pad
2' BFG 1 6 119.6 28.2 30.9 91.4 95
867 440' N & 150' W of the SE
corner of pad
1' BFG 1 6 119.8 28.0 30.5 91.8 95
Building Pad D
868 360' N & 20' W of the SE corner
of pad
6' BFG 1 6 118.9 27.6 30.2 91.3 95
869 360' N & 20' W of the SE corner
of pad
5' BFG 1 6 118.9 27.8 30.5 91.1 95
870 360' N & 20' W of the SE corner
of pad
4' BFG 1 6 119.6 28.2 30.8 91.4 95
871 360' N & 20' W of the SE corner
of pad
3' BFG 1 6 119.1 27.9 30.6 91.2 95
872 360' N & 20' W of the SE corner
of pad
2' BFG 1 6 119.2 27.7 30.3 91.5 95
873 360' N & 20' W of the SE corner
of pad
1' BFG 1 6 119.2 27.4 29.9 91.8 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0022
06/05/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
874 360' N & 100' W of the SE
corner of pad
6' BFG 1 6 118.8 27.2 29.7 91.6 95
875 360' N & 100' W of the SE
corner of pad
5' BFG 1 6 119.5 27.6 30.0 91.9 96
876 360' N & 100' W of the SE
corner of pad
4' BFG 1 6 118.9 27.4 29.9 91.5 95
877 360' N & 100' W of the SE
corner of pad
3' BFG 1 6 119.6 28.2 30.8 91.4 95
878 360' N & 100' W of the SE
corner of pad
2' BFG 1 6 119.1 27.9 30.6 91.2 95
879 360' N & 100' W of the SE
corner of pad
1' BFG 1 6 119.1 28.1 30.9 91.0 95
880 360' N & 180' W of the SE
corner of pad
6' BFG 1 6 119.0 27.5 30.1 91.5 95
881 360' N & 180' W of the SE
corner of pad
5' BFG 1 6 118.9 27.7 30.4 91.2 95
882 360' N & 180' W of the SE
corner of pad
4' BFG 1 6 119.3 27.7 30.2 91.6 95
883 360' N & 180' W of the SE
corner of pad
3' BFG 1 6 119.3 27.9 30.5 91.4 95
884 360' N & 180' W of the SE
corner of pad
2' BFG 1 6 119.3 27.6 30.1 91.7 95
885 360' N & 180' W of the SE
corner of pad
1' BFG 1 6 119.2 27.9 30.6 91.3 95
886 390' N & 20' W of the SE corner
of pad
10' BFG 1 6 119.2 27.4 29.8 91.8 95
887 390' N & 20' W of the SE corner
of pad
9' BFG 1 6 119.0 27.6 30.2 91.4 95
888 390' N & 20' W of the SE corner
of pad
8' BFG 1 6 119.1 27.5 30.0 91.6 95
889 390' N & 20' W of the SE corner
of pad
7' BFG 1 6 118.6 27.5 30.2 91.1 95
890 390' N & 20' W of the SE corner
of pad
6' BFG 1 6 119.5 27.9 30.5 91.6 95
891 390' N & 100' W of the SE
corner of pad
10' BFG 1 6 119.4 27.5 29.9 91.9 96
892 390' N & 100' W of the SE
corner of pad
9' BFG 1 6 119.2 27.8 30.4 91.4 95
893 390' N & 100' W of the SE
corner of pad
8' BFG 1 6 119.3 27.7 30.2 91.6 95
894 390' N & 100' W of the SE
corner of pad
7' BFG 1 6 119.1 27.8 30.5 91.3 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0022
06/05/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
895 390' N & 100' W of the SE
corner of pad
6' BFG 1 6 119.2 27.7 30.3 91.5 95
896 390' N & 180' W of the SE
corner of pad
10' BFG 1 6 119.4 28.1 30.8 91.3 95
897 390' N & 180' W of the SE
corner of pad
9' BFG 1 6 119.6 28.0 30.6 91.6 95
898 390' N & 180' W of the SE
corner of pad
8' BFG 1 6 119.2 27.8 30.4 91.4 95
899 390' N & 180' W of the SE
corner of pad
7' BFG 1 6 119.5 27.7 30.2 91.8 95
900 390' N & 180' W of the SE
corner of pad
6' BFG 1 6 119.4 27.9 30.5 91.5 95
Comments:
Datum:BFG = below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0023
06/06/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
757 470' N & 20' W of Se corner of
pad
10' BFG 1 6 119.0 27.4 29.9 91.6 95
758 470' N & 20' W of Se corner of
pad
9' BFG 1 6 118.7 27.7 30.4 91.0 95
759 470' N & 20' W of Se corner of
pad
8' BFG 1 6 118.9 27.6 30.2 91.3 95
760 470' N & 20' W of Se corner of
pad
7' BFG 1 6 118.8 27.3 29.8 91.5 95
761 470' N & 20' W of Se corner of
pad
6' BFG 1 6 118.7 27.5 30.1 91.2 95
762 470' N & 80' W of SE corner of
pad
10' BFG 1 6 118.9 27.6 30.2 91.3 95
763 470' N & 80' W of SE corner of
pad
9' BFG 1 6 119.3 27.9 30.5 91.4 95
764 470' N & 80' W of SE corner of
pad
8' BFG 1 6 118.8 27.6 30.3 91.2 95
765 470' N & 80' W of SE corner of
pad
7' BFG 1 6 118.5 27.4 30.1 91.1 95
766 470' N & 80' W of SE corner of
pad
6' BFG 1 6 119.5 28.1 30.7 91.4 95
767 470' N & 150' W of SE corner of
pad
10' BFG 1 6 119.6 27.9 30.4 91.7 95
768 470' N & 150' W of SE corner of
pad
9' BFG 1 6 119.1 27.6 30.2 91.5 95
769 470' N & 150' W of SE corner of
pad
8' BFG 1 6 119.1 27.9 30.6 91.2 95
770 470' N & 150' W of SE corner of
pad
7' BFG 1 6 119.4 27.8 30.3 91.6 95
771 470' N & 150' W of SE corner of
pad
6' BFG 1 6 119.4 27.6 30.1 91.8 95
Bldg. Pad D
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0023
06/06/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
772 390' N & 20' W of SE corner of
pad
5' BFG 1 6 119.0 27.8 30.5 91.2 95
773 390' N & 20' W of SE corner of
pad
4' BFG 1 6 119.0 27.6 30.2 91.4 95
774 390' N & 20' W of SE corner of
pad
3' BFG 1 6 119.0 27.9 30.6 91.1 95
775 390' N & 20' W of SE corner of
pad
2' BFG 1 6 119.2 27.7 30.3 91.5 95
776 390' N & 20' W of SE corner of
pad
1' BFG 1 6 118.8 27.5 30.1 91.3 95
777 390' N & 100' W of SE corner of
pad
5' BFG 1 6 119.0 28.0 30.8 91.0 95
778 390' N & 100' W of SE corner of
pad
4' BFG 1 6 119.2 27.8 30.4 91.4 95
779 390' N & 100' W of SE corner of
pad
3' BFG 1 6 119.1 27.9 30.6 91.2 95
780 390' N & 100' W of SE corner of
pad
2' BFG 1 6 119.5 27.8 30.3 91.7 95
781 390' N & 100' W of SE corner of
pad
1' BFG 1 6 118.8 27.8 30.6 91.0 95
782 390' N & 180' W of SE corner of
pad
5' BFG 1 6 119.3 27.8 30.4 91.5 95
783 390' N & 180' W of SE corner of
pad
4' BFG 1 6 119.3 28.1 30.8 91.2 95
784 390' N & 180' W of SE corner of
pad
3' BFG 1 6 119.7 28.0 30.5 91.7 95
785 390' N & 180' W of SE corner of
pad
2' BFG 1 6 119.0 27.7 30.3 91.3 95
786 390' N & 180' W of SE corner of
pad
1' BFG 1 6 119.6 28.0 30.6 91.6 95
787 470' N & 20' W of Se corner of
pad
5' BFG 1 6 119.5 28.0 30.6 91.5 95
788 470' N & 20' W of Se corner of
pad
4' BFG 1 6 118.6 27.5 30.2 91.1 95
789 470' N & 20' W of Se corner of
pad
3' BFG 1 6 119.7 28.0 30.5 91.7 95
790 470' N & 20' W of Se corner of
pad
2' BFG 1 6 119.1 27.7 30.3 91.4 95
791 470' N & 20' W of Se corner of
pad
1' BFG 1 6 118.7 27.5 30.1 91.2 95
792 470' N & 80' W of SE corner of
pad
5' BFG 1 6 119.6 27.9 30.4 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0023
06/06/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
793 470' N & 80' W of SE corner of
pad
4' BFG 1 6 119.0 27.6 30.2 91.4 95
794 470' N & 80' W of SE corner of
pad
3' BFG 1 6 118.8 27.8 30.6 91.0 95
795 470' N & 80' W of SE corner of
pad
2' BFG 1 6 118.7 27.5 30.2 91.2 95
796 470' N & 80' W of SE corner of
pad
1' BFG 1 6 119.5 27.9 30.5 91.6 95
797 470' N & 150' W of SE corner of
pad
5' BFG 1 6 119.4 28.1 30.8 91.3 95
798 470' N & 150' W of SE corner of
pad
4' BFG 1 6 119.5 27.9 30.5 91.6 95
799 470' N & 150' W of SE corner of
pad
3' BFG 1 6 119.0 27.3 29.8 91.7 95
800 470' N & 150' W of SE corner of
pad
2' BFG 1 6 119.1 27.6 30.2 91.5 95
801 470' N & 150' W of SE corner of
pad
1' BFG 1 6 118.7 27.4 30.0 91.3 95
802 420' N & 20' W of SE corner of
pad
10' BFG 1 6 118.9 27.7 30.4 91.2 95
803 420' N & 20' W of SE corner of
pad
9' BFG 1 6 118.4 27.4 30.1 91.0 95
804 420' N & 20' W of SE corner of
pad
8' BFG 1 6 119.1 27.7 30.3 91.4 95
805 420' N & 20' W of SE corner of
pad
7' BFG 1 6 119.6 28.0 30.6 91.6 95
806 420' N & 20' W of SE corner of
pad
6' BFG 1 6 119.1 27.8 30.4 91.3 95
807 420' N & 100' W of SE corner of
pad
10' BFG 1 6 119.0 28.0 30.8 91.0 95
808 420' N & 100' W of SE corner of
pad
9' BFG 1 6 119.2 27.9 30.6 91.3 95
809 420' N & 100' W of SE corner of
pad
8' BFG 1 6 118.4 27.5 30.3 90.9 94
810 420' N & 100' W of SE corner of
pad
7' BFG 1 6 119.3 27.9 30.5 91.4 95
811 420' N & 100' W of SE corner of
pad
6' BFG 1 6 119.3 27.9 30.5 91.4 95
812 420' N & 180' W of SE corner of
pad
10' BFG 1 6 119.2 27.4 29.9 91.8 95
813 420' N & 180' W of SE corner of
pad
9' BFG 1 6 119.2 27.7 30.3 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0023
06/06/14
06/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
814 420' N & 180' W of SE corner of
pad
8' BFG 1 6 118.8 27.5 30.1 91.3 95
815 420' N & 180' W of SE corner of
pad
7' BFG 1 6 119.4 27.8 30.4 91.6 95
816 420' N & 180' W of SE corner of
pad
6' BFG 1 6 118.7 27.5 30.2 91.2 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0024
06/07/14
06/16/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
901 420' N & 20' W of SE corner of
pad
5' BFG 1 6 118.7 27.8 30.6 90.9 94
902 420' N & 20' W of SE corner of
pad
4' BFG 1 6 117.2 27.1 30.1 90.1 94
903 420' N & 20' W of SE corner of
pad
3' BFG 1 6 118.4 27.7 30.5 90.7 94
904 420' N & 20' W of SE corner of
pad
2' BFG 1 6 118.4 27.6 30.4 90.8 94
905 420' N & 20' W of SE corner of
pad
1' BFG 1 6 117.8 27.3 30.2 90.5 94
906 420' N & 100' W of SE corner of
pad
5' BFG 1 6 118.6 27.9 30.8 90.7 94
907 420' N & 100' W of SE corner of
pad
4' BFG 1 6 117.6 27.5 30.5 90.1 94
908 420' N & 100' W of SE corner of
pad
3' BFG 1 6 118.0 27.4 30.2 90.6 94
909 420' N & 100' W of SE corner of
pad
2' BFG 1 6 118.0 27.7 30.7 90.3 94
910 420' N & 100' W of SE corner of
pad
1' BFG 1 6 117.4 27.4 30.4 90.0 94
911 420' N & 180' W of SE corner of
pad
5' BFG 1 6 118.0 27.2 30.0 90.8 94
912 420' N & 180' W of SE corner of
pad
4' BFG 1 6 117.9 27.4 30.3 90.5 94
913 420' N & 180' W of SE corner of
pad
3' BFG 1 6 118.8 27.7 30.4 91.1 95
914 420' N & 180' W of SE corner of
pad
2' BFG 1 6 118.2 27.4 30.2 90.8 94
915 420' N & 180' W of SE corner of
pad
1' BFG 1 6 117.8 27.2 30.0 90.6 94
Bldg. Pad B
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0024
06/07/14
06/16/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
916 20' N & 20' W of SE corner of
pad
10' BFG 1 6 118.4 27.7 30.5 90.7 94
917 20' N & 20' W of SE corner of
pad
9' BFG 1 6 117.9 27.8 30.9 90.1 94
918 20' N & 20' W of SE corner of
pad
8' BFG 1 6 118.2 27.8 30.7 90.4 94
919 20' N & 20' W of SE corner of
pad
7' BFG 1 6 117.6 27.4 30.4 90.2 94
920 20' N & 80' W of SE corner of
pad
10' BFG 1 6 117.7 27.7 30.8 90.0 94
921 20' N & 80' W of SE corner of
pad
9' BFG 1 6 117.5 27.2 30.1 90.3 94
922 20' N & 80' W of SE corner of
pad
8' BFG 1 6 118.1 27.5 30.3 90.6 94
923 20' N & 80' W of SE corner of
pad
7' BFG 1 6 117.8 27.6 30.6 90.2 94
924 20' N & 130' W of SE corner of
pad
10' BFG 1 6 117.8 27.3 30.2 90.5 94
925 20' N & 130' W of SE corner of
pad
9' BFG 1 6 118.4 27.4 30.1 91.0 95
926 20' N & 130' W of SE corner of
pad
8' BFG 1 6 118.4 27.6 30.4 90.8 94
927 20' N & 130' W of SE corner of
pad
7' BFG 1 6 117.8 27.3 30.2 90.5 94
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TESTING REPORT
Report Number:94141126.0025
Service Date:06/09/14 8901 Carpenter Frwy., Suite 100
Report Date:06/16/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Field density testing.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 tp
On this date, Terracon's representative arrived at the above referenced job site as scheduled for field density testing. After arriving at the
job site, Terracon's representative was notified that the scheduled in-place density testing was cancelled by the contractor because the area
was too wet for testing.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad B
928 20' N & 20' W of SE corner of
pad
6' BFG 1 6 118.4 28.3 31.4 90.1 94
929 20' N & 20' W of SE corner of
pad
5' BFG 1 6 118.3 28.0 31.0 90.3 94
930 20' N & 20' W of SE corner of
pad
4' BFG 1 6 119.0 28.3 31.2 90.7 94
931 20' N & 20' W of SE corner of
pad
3' BFG 1 6 118.6 28.4 31.5 90.2 94
932 20' N & 20' W of SE corner of
pad
2' BFG 1 6 118.6 28.1 31.1 90.5 94
933 20' N & 20' W of SE corner of
pad
1' BFG 1 6 119.0 28.4 31.3 90.6 94
934 20' N & 80' W of SE corner of
pad
6' BFG 1 6 118.7 28.2 31.2 90.5 94
935 20' N & 80' W of SE corner of
pad
5' BFG 1 6 118.3 28.0 31.0 90.3 94
936 20' N & 80' W of SE corner of
pad
4' BFG 1 6 119.0 28.4 31.3 90.6 94
937 20' N & 80' W of SE corner of
pad
3' BFG 1 6 118.7 28.5 31.6 90.2 94
938 20' N & 80' W of SE corner of
pad
2' BFG 1 6 118.8 28.4 31.4 90.4 94
939 20' N & 80' W of SE corner of
pad
1' BFG 1 6 118.2 28.1 31.2 90.1 94
940 20' N & 130' W of SE corner of
pad
6' BFG 1 6 119.0 28.3 31.2 90.7 94
941 20' N & 130' W of SE corner of
pad
5' BFG 1 6 119.0 28.5 31.5 90.5 94
942 20' N & 130' W of SE corner of
pad
4' BFG 1 6 118.6 28.3 31.3 90.3 94
943 20' N & 130' W of SE corner of
pad
3' BFG 1 6 118.9 28.1 31.0 90.8 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
944 20' N & 130' W of SE corner of
pad
2' BFG 1 6 118.8 28.4 31.4 90.4 94
945 20' N & 130' W of SE corner of
pad
1' BFG 1 6 118.8 28.2 31.1 90.6 94
Bldg. Pad D
946 450' N & 20' W of SE corner of
pad
10' BFG 1 6 118.7 28.4 31.4 90.3 94
947 450' N & 20' W of SE corner of
pad
9' BFG 1 6 118.8 28.2 31.1 90.6 94
948 450' N & 20' W of SE corner of
pad
8' BFG 1 6 118.6 28.4 31.5 90.2 94
949 450' N & 20' W of SE corner of
pad
7' BFG 1 6 118.7 28.3 31.3 90.4 94
950 450' N & 20' W of SE corner of
pad
6' BFG 1 6 119.1 28.6 31.6 90.5 94
951 450' N & 100' W of SE corner of
pad
10' BFG 1 6 119.0 28.3 31.2 90.7 94
952 450' N & 100' W of SE corner of
pad
9' BFG 1 6 120.1 28.5 31.1 91.6 95
953 450' N & 100' W of SE corner of
pad
8' BFG 1 6 119.8 28.6 31.4 91.2 95
954 450' N & 100' W of SE corner of
pad
7' BFG 1 6 119.8 28.8 31.6 91.0 95
955 450' N & 100' W of SE corner of
pad
6' BFG 1 6 119.9 28.6 31.3 91.3 95
Bldg, Pad B
956 50' N & 20' W of SE corner of
pad
10' BFG 1 6 120.6 28.9 31.5 91.7 95
957 50' N & 20' W of SE corner of
pad
9' BFG 1 6 120.0 28.6 31.3 91.4 95
958 50' N & 20' W of SE corner of
pad
8' BFG 1 6 119.6 28.4 31.1 91.2 95
959 50' N & 20' W of SE corner of
pad
7' BFG 1 6 120.2 28.7 31.4 91.5 95
960 50' N & 20' W of SE corner of
pad
6' BFG 1 6 119.6 28.5 31.3 91.1 95
961 50' N & 80' W of SE corner of
pad
10' BFG 1 6 120.0 28.7 31.4 91.3 95
962 50' N & 80' W of SE corner of
pad
9' BFG 1 6 119.3 28.3 31.1 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
963 50' N & 80' W of SE corner of
pad
8' BFG 1 6 120.2 28.8 31.5 91.4 95
964 50' N & 80' W of SE corner of
pad
7' BFG 1 6 120.0 28.5 31.2 91.5 95
965 50' N & 80' W of SE corner of
pad
6' BFG 1 6 120.0 28.7 31.4 91.3 95
966 50' N & 130' W of SE corner of
pad
10' BFG 1 6 119.8 28.8 31.7 91.0 95
967 50' N & 130' W of SE corner of
pad
9' BFG 1 6 120.2 28.8 31.5 91.4 95
968 50' N & 130' W of SE corner of
pad
8' BFG 1 6 119.7 28.5 31.3 91.2 95
969 50' N & 130' W of SE corner of
pad
7' BFG 1 6 119.9 28.8 31.6 91.1 95
970 50' N & 130' W of SE corner of
pad
6' BFG 1 6 119.8 28.5 31.2 91.3 95
Bldg. Pad D
971 480' N & 20' W of SE corner of
pad
10' BFG 1 6 119.9 28.8 31.6 91.1 95
972 480' N & 20' W of SE corner of
pad
9' BFG 1 6 120.0 28.7 31.4 91.3 95
973 480' N & 20' W of SE corner of
pad
8' BFG 1 6 119.4 28.5 31.3 90.9 94
974 480' N & 20' W of SE corner of
pad
7' BFG 1 6 119.7 28.7 31.5 91.0 95
975 480' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.9 31.7 91.2 95
976 480' N & 100' W of SE corner of
pad
10' BFG 1 6 120.3 28.6 31.2 91.7 95
977 480' N & 100' W of SE corner of
pad
9' BFG 1 6 119.5 28.3 31.0 91.2 95
978 480' N & 100' W of SE corner of
pad
8' BFG 1 6 120.1 28.6 31.3 91.5 95
979 480' N & 100' W of SE corner of
pad
7' BFG 1 6 120.1 28.8 31.5 91.3 95
980 480' N & 100' W of SE corner of
pad
6' BFG 1 6 120.4 28.8 31.4 91.6 95
981 480' N & 180' W of SE corner of
pad
10' BFG 1 6 120.2 28.9 31.7 91.3 95
982 480' N & 180' W of SE corner of
pad
9' BFG 1 6 120.4 28.8 31.4 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
983 480' N & 180' W of SE corner of
pad
8' BFG 1 6 120.0 28.8 31.6 91.2 95
984 480' N & 180' W of SE corner of
pad
7' BFG 1 6 120.0 28.6 31.3 91.4 95
985 480' N & 180' W of SE corner of
pad
6' BFG 1 6 119.8 28.7 31.5 91.1 95
Bldg. Pad B
986 50' N & 20' W of SE corner of
pad
5' BFG 1 6 120.2 28.3 30.8 91.9 96
987 50' N & 20' W of SE corner of
pad
4' BFG 1 6 119.3 27.9 30.5 91.4 95
988 50' N & 20' W of SE corner of
pad
3' BFG 1 6 119.9 28.2 30.7 91.7 95
989 50' N & 20' W of SE corner of
pad
2' BFG 1 6 119.8 28.3 30.9 91.5 95
990 50' N & 20' W of SE corner of
pad
1' BFG 1 6 119.6 28.0 30.6 91.6 95
991 50' N & 80' W of SE corner of
pad
5' BFG 1 6 120.3 28.5 31.0 91.8 95
992 50' N & 80' W of SE corner of
pad
4' BFG 1 6 119.7 28.1 30.7 91.6 95
993 50' N & 80' W of SE corner of
pad
3' BFG 1 6 119.1 27.8 30.5 91.3 95
994 50' N & 80' W of SE corner of
pad
2' BFG 1 6 119.7 28.2 30.8 91.5 95
995 50' N & 80' W of SE corner of
pad
1' BFG 1 6 119.8 28.1 30.6 91.7 95
996 50' N & 130' W of SE corner of
pad
5' BFG 1 6 118.8 27.7 30.4 91.1 95
997 50' N & 130' W of SE corner of
pad
4' BFG 1 6 119.5 28.1 30.7 91.4 95
998 50' N & 130' W of SE corner of
pad
3' BFG 1 6 119.2 28.1 30.8 91.1 95
999 50' N & 130' W of SE corner of
pad
2' BFG 1 6 119.4 28.0 30.6 91.4 95
1000 50' N & 130' W of SE corner of
pad
1' BFG 1 6 119.4 28.2 30.9 91.2 95
Bldg. Pad D
1001 480' N & 20' W of SE corner of
pad
5' BFG 1 6 119.9 28.2 30.7 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1002 480' N & 20' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.2 91.5 95
1003 480' N & 20' W of SE corner of
pad
3' BFG 1 6 120.4 28.5 31.0 91.9 96
1004 480' N & 20' W of SE corner of
pad
2' BFG 1 6 120.1 28.7 31.4 91.4 95
1005 480' N & 20' W of SE corner of
pad
1' BFG 1 6 120.1 28.5 31.1 91.6 95
1006 480' N & 100' W of SE corner of
pad
5' BFG 1 6 119.8 28.1 30.6 91.7 95
1007 480' N & 100' W of SE corner of
pad
4' BFG 1 6 120.3 28.4 30.9 91.9 96
1008 480' N & 100' W of SE corner of
pad
3' BFG 1 6 120.0 28.5 31.2 91.5 95
1009 480' N & 100' W of SE corner of
pad
2' BFG 1 6 120.1 28.4 31.0 91.7 95
1010 480' N & 100' W of SE corner of
pad
1' BFG 1 6 119.8 28.6 31.4 91.2 95
1011 480' N & 180' W of SE corner of
pad
5' BFG 1 6 118.9 27.9 30.7 91.0 95
1012 480' N & 180' W of SE corner of
pad
4' BFG 1 6 119.6 28.2 30.9 91.4 95
1013 480' N & 180' W of SE corner of
pad
3' BFG 1 6 119.1 27.9 30.6 91.2 95
1014 480' N & 180' W of SE corner of
pad
2' BFG 1 6 119.2 27.7 30.3 91.5 95
1015 480' N & 180' W of SE corner of
pad
1' BFG 1 6 119.1 27.8 30.5 91.3 95
Bldg. Pad B
1016 80' N & 20' W of SE corner of
pad
10' BFG 1 6 119.2 27.6 30.1 91.6 95
1017 80' N & 20' W of SE corner of
pad
9' BFG 1 6 119.6 28.1 30.7 91.5 95
1018 80' N & 20' W of SE corner of
pad
8' BFG 1 6 118.9 27.8 30.5 91.1 95
1019 80' N & 80' W of SE corner of
pad
10' BFG 1 6 119.6 28.2 30.8 91.4 95
1020 80' N & 80' W of SE corner of
pad
9' BFG 1 6 118.7 27.7 30.4 91.0 95
1021 80' N & 80' W of SE corner of
pad
8' BFG 1 6 119.8 28.3 30.9 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0026
06/10/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1022 80' N & 130' W of SE corner of
pad
10' BFG 1 6 119.2 28.0 30.7 91.2 95
1023 80' N & 130' W of SE corner of
pad
9' BFG 1 6 119.3 27.9 30.5 91.4 95
1024 80' N & 130' W of SE corner of
pad
8' BFG 1 6 119.2 28.1 30.8 91.1 95
Bldg. Pad D
1025 510' N & 20' W of SE corner of
pad
10' BFG 1 6 119.3 27.9 30.5 91.4 95
1026 510' N & 20' W of SE corner of
pad
9' BFG 1 6 119.9 28.2 30.7 91.7 95
1027 510' N & 20' W of SE corner of
pad
8' BFG 1 6 119.4 27.8 30.4 91.6 95
1028 510' N & 100' W of SE corner of
pad
10' BFG 1 6 119.6 27.7 30.1 91.9 96
1029 510' N & 100' W of SE corner of
pad
9' BFG 1 6 119.2 27.7 30.3 91.5 95
1030 510' N & 100' W of SE corner of
pad
8' BFG 1 6 119.8 28.0 30.5 91.8 95
1031 510' N & 180' W of SE corner of
pad
10' BFG 1 6 119.2 27.9 30.6 91.3 95
1032 510' N & 180' W of SE corner of
pad
9' BFG 1 6 119.1 27.6 30.2 91.5 95
1033 510' N & 180' W of SE corner of
pad
8' BFG 1 6 118.6 27.4 30.0 91.2 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 6 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0027
06/11/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +2196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1034 510' N & 20' W of SE corner of
pad
7' BFG 1 6 119.3 28.1 30.8 91.2 95
1035 510' N & 20' W of SE corner of
pad
6' BFG 1 6 118.8 27.8 30.6 91.0 95
1036 510' N & 20' W of SE corner of
pad
5' BFG 1 6 119.6 28.2 30.9 91.4 95
1037 510' N & 20' W of SE corner of
pad
4' BFG 1 6 118.9 27.8 30.5 91.1 95
1038 510' N & 20' W of SE corner of
pad
3' BFG 1 6 119.3 28.0 30.7 91.3 95
1039 510' N & 20' W of SE corner of
pad
2' BFG 1 6 119.3 27.8 30.4 91.5 95
1040 510' N & 20' W of SE corner of
pad
1' BFG 1 6 119.1 27.9 30.6 91.2 95
1041 510' N & 100' W of SE corner of
pad
7' BFG 1 6 119.6 28.1 30.7 91.5 95
1042 510' N & 100' W of SE corner of
pad
6' BFG 1 6 119.7 27.9 30.4 91.8 95
1043 510' N & 100' W of SE corner of
pad
5' BFG 1 6 119.0 27.6 30.2 91.4 95
1044 510' N & 100' W of SE corner of
pad
4' BFG 1 6 119.7 28.0 30.5 91.7 95
1045 510' N & 100' W of SE corner of
pad
3' BFG 1 6 119.2 27.7 30.3 91.5 95
1046 510' N & 100' W of SE corner of
pad
2' BFG 1 6 119.8 28.4 31.1 91.4 95
1047 510' N & 100' W of SE corner of
pad
1' BFG 1 6 119.5 28.3 31.0 91.2 95
1048 510' N & 180' W of SE corner of
pad
7' BFG 1 6 118.9 27.9 30.7 91.0 95
1049 510' N & 180' W of SE corner of
pad
6' BFG 1 6 119.8 28.3 30.9 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0027
06/11/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1050 510' N & 180' W of SE corner of
pad
5' BFG 1 6 119.8 28.5 31.2 91.3 95
1051 510' N & 180' W of SE corner of
pad
4' BFG 1 6 120.0 28.9 31.7 91.1 95
1052 510' N & 180' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1053 510' N & 180' W of SE corner of
pad
2' BFG 1 6 120.5 28.7 31.3 91.8 95
1054 510' N & 180' W of SE corner of
pad
1' BFG 1 6 119.7 28.3 31.0 91.4 95
Bldg. Pad B
1055 80' N & 20' W of SE corner of
pad
7' BFG 1 6 120.0 28.7 31.4 91.3 95
1056 80' N & 20' W of SE corner of
pad
6' BFG 1 6 120.2 28.6 31.2 91.6 95
1057 80' N & 20' W of SE corner of
pad
5' BFG 1 6 119.8 28.4 31.1 91.4 95
1058 80' N & 80' W of SE corner of
pad
7' BFG 1 6 119.8 28.2 30.8 91.6 95
1059 80' N & 80' W of SE corner of
pad
6' BFG 1 6 119.7 28.4 31.1 91.3 95
1060 80' N & 80' W of SE corner of
pad
5' BFG 1 6 119.6 28.6 31.4 91.0 95
1061 80' N & 130' W of SE corner of
pad
7' BFG 1 6 119.7 28.5 31.2 91.2 95
1062 80' N & 130' W of SE corner of
pad
6' BFG 1 6 120.5 28.9 31.5 91.6 95
1063 80' N & 130' W of SE corner of
pad
5' BFG 1 6 120.0 28.7 31.4 91.3 95
Bldg. Pad D
1064 540' N & 20' W of SE corner of
pad
10' BFG 1 6 119.9 28.9 31.8 91.0 95
1065 540' N & 20' W of SE corner of
pad
9' BFG 1 6 120.2 28.8 31.5 91.4 95
1066 540' N & 20' W of SE corner of
pad
8' BFG 1 6 119.7 28.5 31.2 91.2 95
1067 540' N & 20' W of SE corner of
pad
7' BFG 1 6 119.7 28.6 31.4 91.1 95
1068 540' N & 20' W of SE corner of
pad
6' BFG 1 6 120.0 28.5 31.1 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0027
06/11/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1069 540' N & 100' W of SE corner of
pad
10' BFG 1 6 119.9 28.8 31.6 91.1 95
1070 540' N & 100' W of SE corner of
pad
9' BFG 1 6 119.6 28.6 31.4 91.0 95
1071 540' N & 100' W of SE corner of
pad
8' BFG 1 6 119.6 28.8 31.7 90.8 94
1072 540' N & 100' W of SE corner of
pad
7' BFG 1 6 119.9 28.7 31.5 91.2 95
1073 540' N & 100' W of SE corner of
pad
6' BFG 1 6 120.0 28.6 31.3 91.4 95
1074 540' N & 180' W of SE corner of
pad
10' BFG 1 6 120.6 28.9 31.5 91.7 95
1075 540' N & 180' W of SE corner of
pad
9' BFG 1 6 120.0 28.6 31.3 91.4 95
1076 540' N & 180' W of SE corner of
pad
8' BFG 1 6 119.4 28.3 31.1 91.1 95
1077 540' N & 180' W of SE corner of
pad
7' BFG 1 6 120.5 28.9 31.6 91.6 95
1078 540' N & 180' W of SE corner of
pad
6' BFG 1 6 120.0 28.5 31.2 91.5 95
1079 540' N & 20' W of SE corner of
pad
5' BFG 1 6 119.4 28.2 30.9 91.2 95
1080 540' N & 20' W of SE corner of
pad
4' BFG 1 6 118.7 27.8 30.6 90.9 94
1081 540' N & 20' W of SE corner of
pad
3' BFG 1 6 119.0 27.7 30.3 91.3 95
1082 540' N & 20' W of SE corner of
pad
2' BFG 1 6 118.8 27.8 30.5 91.0 95
1083 540' N & 20' W of SE corner of
pad
1' BFG 1 6 119.2 27.8 30.4 91.4 95
1084 540' N & 100' W of SE corner of
pad
5' BFG 1 6 119.2 28.3 31.1 90.9 94
1085 540' N & 100' W of SE corner of
pad
4' BFG 1 6 119.6 28.2 30.8 91.4 95
1086 540' N & 100' W of SE corner of
pad
3' BFG 1 6 118.9 27.8 30.5 91.1 95
1087 540' N & 100' W of SE corner of
pad
2' BFG 1 6 119.6 28.1 30.7 91.5 95
1088 540' N & 100' W of SE corner of
pad
1' BFG 1 6 119.2 27.9 30.6 91.3 95
1089 540' N & 180' W of SE corner of
pad
5' BFG 1 6 119.5 28.1 30.7 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0027
06/11/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1090 540' N & 180' W of SE corner of
pad
4' BFG 1 6 119.8 28.0 30.5 91.8 95
1091 540' N & 180' W of SE corner of
pad
3' BFG 1 6 119.1 27.9 30.6 91.2 95
1092 540' N & 180' W of SE corner of
pad
2' BFG 1 6 119.1 28.1 30.9 91.0 95
1093 540' N & 180' W of SE corner of
pad
1' BFG 1 6 119.5 28.1 30.7 91.4 95
Bldg. Pad B
1094 80' N & 20' W of SE corner of
pad
4' BFG 1 6 119.1 27.8 30.5 91.3 95
1095 80' N & 20' W of SE corner of
pad
3' BFG 1 6 119.9 28.2 30.7 91.7 95
1096 80' N & 20' W of SE corner of
pad
2' BFG 1 6 119.8 28.3 30.9 91.5 95
1097 80' N & 20' W of SE corner of
pad
1' BFG 1 6 119.9 28.1 30.6 91.8 95
1098 80' N & 80' W of SE corner of
pad
4' BFG 1 6 119.6 28.2 30.8 91.4 95
1099 80' N & 80' W of SE corner of
pad
3' BFG 1 6 119.7 28.6 31.4 91.1 95
1100 80' N & 80' W of SE corner of
pad
2' BFG 1 6 119.8 28.5 31.2 91.3 95
1101 80' N & 80' W of SE corner of
pad
1' BFG 1 6 119.7 28.3 31.0 91.4 95
1102 80' N & 130' W of SE corner of
pad
4' BFG 1 6 119.1 28.1 30.9 91.0 95
1103 80' N & 130' W of SE corner of
pad
3' BFG 1 6 119.7 28.4 31.1 91.3 95
1104 80' N & 130' W of SE corner of
pad
2' BFG 1 6 119.2 28.1 30.8 91.1 95
1105 80' N & 130' W of SE corner of
pad
1' BFG 1 6 119.4 28.0 30.6 91.4 95
Bldg. Pad
1106 110' N & 20' W of SE corner of
pad
10' BFG 1 6 119.8 28.3 30.9 91.5 95
1107 110' N & 20' W of SE corner of
pad
9' BFG 1 6 118.9 27.9 30.7 91.0 95
1108 110' N & 20' W of SE corner of
pad
8' BFG 1 6 119.0 27.8 30.5 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0027
06/11/14
06/17/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1109 110' N & 80' W of SE corner of
pad
10' BFG 1 6 119.4 27.8 30.3 91.6 95
1110 110' N & 80' W of SE corner of
pad
9' BFG 1 6 119.1 28.0 30.7 91.1 95
1111 110' N & 80' W of SE corner of
pad
8' BFG 1 6 119.8 28.0 30.5 91.8 95
1112 110' N & 130' W of SE corner of
pad
10' BFG 1 6 119.8 28.3 30.9 91.5 95
1113 110' N & 130' W of SE corner of
pad
9' BFG 1 6 119.3 28.0 30.7 91.3 95
1114 110' N & 130' W of SE corner of
pad
8' BFG 1 6 118.8 27.7 30.4 91.1 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0028
06/12/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1115 570' N & 20' W of SE corner of
pad
10' BFG 1 6 118.5 28.3 31.4 90.2 94
1116 570' N & 20' W of SE corner of
pad
9' BFG 1 6 118.6 28.6 31.8 90.0 94
1117 570' N & 20' W of SE corner of
pad
8' BFG 1 6 118.7 28.4 31.5 90.3 94
1118 570' N & 20' W of SE corner of
pad
7' BFG 1 6 118.8 28.7 31.9 90.1 94
1119 570' N & 20' W of SE corner of
pad
6' BFG 1 6 119.1 28.7 31.7 90.4 94
1120 570' N & 100' W of SE corner of
pad
10' BFG 1 6 119.4 28.6 31.5 90.8 94
1121 570' N & 100' W of SE corner of
pad
9' BFG 1 6 119.0 28.4 31.3 90.6 94
1122 570' N & 100' W of SE corner of
pad
8' BFG 1 6 119.6 28.7 31.6 90.9 94
1123 570' N & 100' W of SE corner of
pad
7' BFG 1 6 119.5 28.4 31.2 91.1 95
1124 570' N & 100' W of SE corner of
pad
6' BFG 1 6 119.2 28.5 31.4 90.7 94
1125 570' N & 180' W of SE corner of
pad
10' BFG 1 6 119.8 28.8 31.7 91.0 95
1126 570' N & 180' W of SE corner of
pad
9' BFG 1 6 119.7 28.9 31.8 90.8 94
1127 570' N & 180' W of SE corner of
pad
8' BFG 1 6 120.0 28.8 31.6 91.2 95
1128 570' N & 180' W of SE corner of
pad
7' BFG 1 6 120.0 29.0 31.9 91.0 95
1129 570' N & 180' W of SE corner of
pad
6' BFG 1 6 119.6 28.8 31.7 90.8 94
Bldg. Pad B
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0028
06/12/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1130 110' N & 20' W of SE corner of
pad
7' BFG 1 6 120.2 28.8 31.5 91.4 95
1131 110' N & 20' W of SE corner of
pad
6' BG 1 6 120.1 29.0 31.8 91.1 95
1132 110' N & 20' W of SE corner of
pad
5' BFG 1 6 120.5 28.9 31.6 91.6 95
1133 110' N & 20' W of SE corner of
pad
4' BFG 1 6 120.4 29.1 31.9 91.3 95
1134 110' N & 20' W of SE corner of
pad
3' BFG 1 6 120.5 28.8 31.4 91.7 95
1135 110' N & 20' W of SE corner of
pad
2' BFG 1 6 120.0 28.5 31.2 91.5 95
1136 110' N & 20' W of SE corner of
pad
1' BFG 1 6 120.0 28.8 31.6 91.2 95
1137 110' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 28.8 31.5 91.5 95
1138 110' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
1139 110' N & 80' W of SE corner of
pad
5' BFG 1 6 119.8 28.5 31.2 91.3 95
1140 110' N & 80' W of SE corner of
pad
4' BFG 1 6 119.9 28.4 31.0 91.5 95
1141 110' N & 80' W of SE corner of
pad
3' BFG 1 6 119.8 28.6 31.4 91.2 95
1142 110' N & 80' W of SE corner of
pad
2' BFG 1 6 120.3 28.9 31.6 91.4 95
1143 110' N & 80' W of SE corner of
pad
1' BFG 1 6 120.4 28.7 31.3 91.7 95
1144 110' N & 130' W of SE corner of
pad
7' BFG 1 6 120.2 28.8 31.5 91.4 95
1145 110' N & 130' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
1146 110' N & 130' W of SE corner of
pad
5' BFG 1 6 120.9 29.0 31.6 91.9 96
1147 110' N & 130' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.2 91.5 95
1148 110' N & 130' W of SE corner of
pad
3' BFG 1 6 120.0 28.7 31.4 91.3 95
1149 110' N & 130' W of SE corner of
pad
2' BFG 1 6 120.5 28.9 31.5 91.6 95
1150 110' N & 130' W of SE corner of
pad
1' BFG 1 6 120.0 28.6 31.3 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0028
06/12/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1151 570' N & 20' W of SE corner of
pad
5' BFG 1 6 119.8 28.6 31.4 91.2 95
1152 570' N & 20' W of SE corner of
pad
4' BFG 1 6 120.6 29.0 31.7 91.6 95
1153 570' N & 20' W of SE corner of
pad
3' BFG 1 6 120.1 28.8 31.5 91.3 95
1154 570' N & 20' W of SE corner of
pad
2' BFG 1 6 120.9 29.2 31.8 91.7 95
1155 570' N & 20' W of SE corner of
pad
1' BFG 1 6 120.4 28.9 31.6 91.5 95
1156 570' N & 80' W of SE corner of
pad
5' BFG 1 6 121.1 29.2 31.8 91.9 96
1157 570' N & 80' W of SE corner of
pad
4' BFG 1 6 120.2 28.7 31.4 91.5 95
1158 570' N & 80' W of SE corner of
pad
3' BFG 1 6 120.8 29.1 31.7 91.7 95
1159 570' N & 80' W of SE corner of
pad
2' BFG 1 6 120.2 28.8 31.5 91.4 95
1160 570' N & 80' W of SE corner of
pad
1' BFG 1 6 120.3 28.7 31.3 91.6 95
1161 570' N & 180' W of SE corner of
pad
5' BFG 1 6 120.4 28.6 31.2 91.8 95
1162 570' N & 180' W of SE corner of
pad
4' BFG 1 6 120.2 28.7 31.4 91.5 95
1163 570' N & 180' W of SE corner of
pad
3' BFG 1 6 119.5 28.4 31.2 91.1 95
1164 570' N & 180' W of SE corner of
pad
2' BFG 1 6 120.2 28.9 31.7 91.3 95
1165 570' N & 180' W of SE corner of
pad
1' BFG 1 6 119.7 28.7 31.5 91.0 95
1166 600' N & 20' W of SE corner of
pad
10' BFG 1 6 119.8 28.8 31.6 91.0 95
1167 600' N & 20' W of SE corner of
pad
9' BFG 1 6 120.1 28.7 31.4 91.4 95
1168 600' N & 20' W of SE corner of
pad
8' BFG 1 6 120.2 28.5 31.1 91.7 95
1169 600' N & 20' W of SE corner of
pad
7' BFG 1 6 119.9 28.7 31.5 91.2 95
1170 600' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.6 31.3 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0028
06/12/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1171 600' N & 100' W of SE corner of
pad
10' BFG 1 6 120.2 28.5 31.1 91.7 95
1172 600' N & 100' W of SE corner of
pad
9' BFG 1 6 119.8 28.6 31.4 91.2 95
1173 600' N & 100' W of SE corner of
pad
8' BFG 1 6 120.5 29.0 31.7 91.5 95
1174 600' N & 100' W of SE corner of
pad
7' BFG 1 6 120.0 28.7 31.4 91.3 95
1175 600' N & 100' W of SE corner of
pad
6' BFG 1 6 119.5 28.4 31.2 91.1 95
1176 600' N & 180' W of SE corner of
pad
10' BFG 1 6 120.5 28.9 31.5 91.6 95
1177 600' N & 180' W of SE corner of
pad
9' BFG 1 6 119.4 28.4 31.2 91.0 95
1178 600' N & 180' W of SE corner of
pad
8' BFG 1 6 120.2 28.8 31.5 91.4 95
1179 600' N & 180' W of SE corner of
pad
7' BFG 1 6 120.5 28.7 31.3 91.8 95
1180 600' N & 180' W of SE corner of
pad
6' BFG 1 6 120.4 28.9 31.6 91.5 95
1181 600' N & 20' W of SE corner of
pad
5' BFG 1 6 119.8 28.8 31.7 91.0 95
1182 600' N & 20' W of SE corner of
pad
4' BFG 1 6 120.2 28.8 31.5 91.4 95
1183 600' N & 20' W of SE corner of
pad
3' BFG 1 6 119.7 28.5 31.3 91.2 95
1184 600' N & 20' W of SE corner of
pad
2' BFG 1 6 120.6 29.1 31.8 91.5 95
1185 600' N & 20' W of SE corner of
pad
1' BFG 1 6 120.0 28.7 31.4 91.3 95
1186 600' N & 100' W of SE corner of
pad
5' BFG 1 6 120.4 28.7 31.3 91.7 95
1187 600' N & 100' W of SE corner of
pad
4' BFG 1 6 120.4 28.5 31.0 91.9 96
1188 600' N & 100' W of SE corner of
pad
3' BFG 1 6 120.4 28.8 31.4 91.6 95
1189 600' N & 100' W of SE corner of
pad
2' BFG 1 6 120.4 28.6 31.2 91.8 95
1190 600' N & 100' W of SE corner of
pad
1' BFG 1 6 120.7 28.9 31.5 91.8 95
1191 600' N & 180' W of SE corner of
pad
5' BFG 1 6 120.2 28.6 31.2 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0028
06/12/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1192 600' N & 180' W of SE corner of
pad
4' BFG 1 6 120.0 28.8 31.6 91.2 95
1193 600' N & 180' W of SE corner of
pad
3' BFG 1 6 120.0 28.6 31.3 91.4 95
1194 600' N & 180' W of SE corner of
pad
2' BFG 1 6 120.8 29.1 31.7 91.7 95
1195 600' N & 180' W of SE corner of
pad
1' BFG 1 6 119.9 28.4 31.0 91.5 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place moisture and density retests as requested or as required by the project specifications to
determine degree of compaction and material moisture condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0029
06/13/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1196 630' N & 20' W of SE corner of
pad
10' BFG 1 6 120.0 28.3 30.9 91.7 95
1197 630' N & 20' W of SE corner of
pad
9' BFG 1 6 120.1 28.2 30.7 91.9 96
1198 630' N & 20' W of SE corner of
pad
8' BFG 1 6 119.9 28.5 31.2 91.4 95
1199 630' N & 20' W of SE corner of
pad
7' BFG 1 6 119.3 28.2 31.0 91.1 95
1200 630' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.6 31.3 91.5 95
1201 630' N & 100' W of SE corner of
pad
10' BFG 1 6 119.8 28.6 31.4 91.2 95
1202 630' N & 100' W of SE corner of
pad
9' BFG 1 6 120.0 28.5 31.1 91.5 95
1203 630' N & 100' W of SE corner of
pad
8' BFG 1 6 120.4 28.7 31.3 91.7 95
1204 630' N & 100' W of SE corner of
pad
7' BFG 1 6 119.7 28.3 31.0 91.4 95
1205 630' N & 100' W of SE corner of
pad
6' BFG 1 6 119.8 28.2 30.8 91.6 95
1206 630' N & 180' W of SE corner of
pad
10' BFG 1 6 119.8 28.0 30.5 91.8 95
1207 630' N & 180' W of SE corner of
pad
9' BFG 1 6 119.9 28.3 30.9 91.6 95
1208 630' N & 180' W of SE corner of
pad
8' BFG 1 6 119.8 28.5 31.2 91.3 95
1209 630' N & 180' W of SE corner of
pad
7' BFG 1 6 120.0 28.4 31.0 91.6 95
1210 630' N & 180' W of SE corner of
pad
6' BFG 1 6 120.1 28.3 30.8 91.8 95
1211 630' N & 20' W of SE corner of
pad
5' BFG 1 6 120.3 28.6 31.2 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0029
06/13/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1212 630' N & 20' W of SE corner of
pad
4' BFG 1 6 119.7 28.2 30.8 91.5 95
1213 630' N & 20' W of SE corner of
pad
3' BFG 1 6 120.3 28.5 31.0 91.8 95
1214 630' N & 20' W of SE corner of
pad
2' BFG 1 6 119.6 28.2 30.9 91.4 95
1215 630' N & 20' W of SE corner of
pad
1' BFG 1 6 120.1 28.2 30.7 91.9 96
1216 630' N & 100' W of SE corner of
pad
5' BFG 1 6 119.4 28.4 31.2 91.0 95
1217 630' N & 100' W of SE corner of
pad
4' BFG 1 6 118.9 28.1 31.0 90.8 94
1218 630' N & 100' W of SE corner of
pad
3' BFG 1 6 119.2 28.0 30.7 91.2 95
1219 630' N & 100' W of SE corner of
pad
2' BFG 1 6 119.6 28.2 30.9 91.4 95
1220 630' N & 100' W of SE corner of
pad
1' BFG 1 6 119.8 28.1 30.6 91.7 95
1221 630' N & 180' W of SE corner of
pad
5' BFG 1 6 120.2 28.4 30.9 91.8 95
1222 630' N & 180' W of SE corner of
pad
4' BFG 1 6 120.2 28.7 31.4 91.5 95
1223 630' N & 180' W of SE corner of
pad
3' BFG 1 6 119.7 28.5 31.2 91.2 95
1224 630' N & 180' W of SE corner of
pad
2' BFG 1 6 119.7 28.3 31.0 91.4 95
1225 630' N & 180' W of SE corner of
pad
1' BFG 1 6 119.7 28.6 31.4 91.1 95
1226 660' N & 20' W of SE corner of
pad
10' BFG 1 6 120.3 28.6 31.2 91.7 95
1227 660' N & 20' W of SE corner of
pad
9' BFG 1 6 120.2 28.7 31.4 91.5 95
1228 660' N & 20' W of SE corner of
pad
8' BFG 1 6 120.3 28.5 31.0 91.8 95
1229 660' N & 20' W of SE corner of
pad
7' BFG 1 6 120.5 28.9 31.5 91.6 95
1230 660' N & 20' W of SE corner of
pad
6' BFG 1 6 119.9 28.6 31.3 91.3 95
1231 660' N & 100' W of SE corner of
pad
10' BFG 1 6 119.7 28.7 31.5 91.0 95
1232 660' N & 100' W of SE corner of
pad
9' BFG 1 6 119.6 28.8 31.7 90.8 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0029
06/13/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1233 660' N & 100' W of SE corner of
pad
8' BFG 1 6 120.2 28.5 31.1 91.7 95
1234 660' N & 100' W of SE corner of
pad
7' BFG 1 6 120.0 28.7 31.4 91.3 95
1235 660' N & 100' W of SE corner of
pad
6' BFG 1 6 120.5 28.9 31.5 91.6 95
1236 600' N & 180' W of SE corner of
pad
10' BFG 1 6 119.9 29.0 31.9 90.9 94
1237 600' N & 180' W of SE corner of
pad
9' BFG 1 6 120.2 28.9 31.6 91.3 95
1238 600' N & 180' W of SE corner of
pad
8' BFG 1 6 120.5 29.1 31.8 91.4 95
1239 600' N & 180' W of SE corner of
pad
7' BFG 1 6 119.8 28.7 31.5 91.1 95
1240 600' N & 180' W of SE corner of
pad
6' BFG 1 6 120.2 28.9 31.7 91.3 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0030
06/14/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-1/+3295.324.294141126.0001 Dark brown clay with trace sand ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1241 660' N & 20' W of SE corner of
pad
5' BFG 1 6 120.0 28.5 31.1 91.5 95
1242 660' N & 20' W of SE corner of
pad
4' BFG 1 6 119.4 28.1 30.8 91.3 95
1243 660' N & 20' W of SE corner of
pad
3' BFG 1 6 120.4 28.8 31.4 91.6 95
1244 660' N & 20' W of SE corner of
pad
2' BFG 1 6 120.3 28.6 31.2 91.7 95
1245 660' N & 20' W of SE corner of
pad
1' BFG 1 6 119.7 28.3 31.0 91.4 95
1246 660' N & 100' W of SE corner of
pad
5' BFG 1 6 120.3 28.6 31.2 91.7 95
1247 660' N & 100' W of SE corner of
pad
4' BFG 1 6 120.2 28.8 31.5 91.4 95
1248 660' N & 100' W of SE corner of
pad
3' BFG 1 6 119.6 28.4 31.1 91.2 95
1249 660' N & 100' W of SE corner of
pad
2' BFG 1 6 120.5 29.0 31.7 91.5 95
1250 660' N & 100' W of SE corner of
pad
1' BFG 1 6 119.9 28.7 31.5 91.2 95
1251 660' N & 180' W of SE corner of
pad
5' BF 1 6 119.9 28.5 31.2 91.4 95
1252 660' N & 180' W of SE corner of
pad
4' BFG 1 6 120.0 28.4 31.0 91.6 95
1253 660' N & 180' W of SE corner of
pad
3' BFG 1 6 119.8 28.9 31.8 90.9 94
1254 660' N & 180' W of SE corner of
pad
2' BFG 1 6 120.2 28.8 31.5 91.4 95
1255 660' N & 180' W of SE corner of
pad
1' BFG 1 6 119.6 28.5 31.3 91.1 95
Storm Sewer, Line C
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0030
06/14/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1256 Sta. 6+00 2.4' BFG 2 6 116.3 23.2 24.9 93.1 98
1257 Sta. 6+00 1.6' BFG 2 6 116.2 23.4 25.2 92.8 97
1258 Sta. 6+00 8' BFG 2 6 115.6 23.1 25.0 92.5 97
1259 Sta. 6+00 Final 2 6 116.2 23.5 25.3 92.7 97
Bldg. Pad D
1260 690' N & 20' W of SE corner of
pad
10' BFG 1 6 120.2 28.6 31.2 91.6 95
1261 690' N & 20' W of SE corner of
pad
9' BFG 1 6 120.3 28.5 31.0 91.8 95
1262 690' N & 20' W of SE corner of
pad
8' BFG 1 6 120.1 28.6 31.3 91.5 95
1263 690' N & 20' W of SE corner of
pad
7' BFG 1 6 120.1 28.8 31.5 91.3 95
1264 690' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.5 31.1 91.6 95
1265 690' N & 100' W of SE corner of
pad
10' BFG 1 6 120.2 29.0 31.8 91.2 95
1266 690' N & 100' W of SE corner of
pad
9' BFG 1 6 120.3 28.9 31.6 91.4 95
1267 690' N & 100' W of SE corner of
pad
8' BFG 1 6 119.5 28.5 31.3 91.0 95
1268 690' N & 100' W of SE corner of
pad
7' BFG 1 6 120.2 28.9 31.7 91.3 95
1269 690' N & 100' W of SE corner of
pad
6' BFG 1 6 120.5 28.9 31.5 91.6 95
1270 690' N & 180' W of SE corner of
pad
10' BFG 1 6 120.4 28.7 31.3 91.7 95
1271 690' N & 180' W of SE corner of
pad
9' BFG 1 6 119.7 28.3 31.0 91.4 95
1272 690' N & 180' W of SE corner of
pad
8' BFG 1 6 120.0 28.8 31.6 91.2 95
1273 690' N & 180' W of SE corner of
pad
7' BFG 1 6 120.2 28.7 31.4 91.5 95
1274 690' N & 180' W of SE corner of
pad
6' BFG 1 6 120.6 29.0 31.7 91.6 95
Storm Sewer, Line C
1275 Sta. 2+60 3.2' BFG 2 6 116.1 23.3 25.1 92.8 97
1276 Sta. 2+60 2.4' BFG 2 6 116.1 23.5 25.4 92.6 97
1277 Sta. 2+60 1.6' BFG 2 6 116.1 23.2 25.0 92.9 97
1278 Sta. 2+60 8' BFG 2 6 116.4 23.5 25.3 92.9 97
1279 Sta. 2+60 Final 2 6 116.6 23.4 25.1 93.2 98
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0030
06/14/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1280 690' N & 20' W of SE corner of
pad
5' BFG 1 6 119.6 28.6 31.4 91.0 95
1281 690' N & 20' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.1 91.5 95
1282 690' N & 20' W of SE corner of
pad
3' BFG 1 6 119.8 28.7 31.5 91.1 95
1283 690' N & 20' W of SE corner of
pad
2' BFG 1 6 120.0 28.6 31.3 91.4 95
1284 690' N & 20' W of SE corner of
pad
1' BFG 1 6 119.7 28.5 31.2 91.2 95
1285 690' N & 100' W of SE corner of
pad
5' BFG 1 6 120.2 28.9 31.7 91.3 95
1286 690' N & 100' W of SE corner of
pad
4' BFG 1 6 119.7 28.7 31.5 91.0 95
1287 690' N & 100' W of SE corner of
pad
3' BFG 1 6 120.1 28.6 31.3 91.5 95
1288 690' N & 100' W of SE corner of
pad
2' BFG 1 6 120.7 29.0 31.6 91.7 95
1289 690' N & 100' W of SE corner of
pad
1' BFG 1 6 120.5 29.1 31.8 91.4 95
1290 690' N & 180' W of SE corner of
pad
5' BFG 1 6 119.9 28.9 31.8 91.0 95
1291 690' N & 180' W of SE corner of
pad
4' BFG 1 6 120.2 28.8 31.5 91.4 95
1292 690' N & 180' W of SE corner of
pad
3' BFG 1 6 119.7 28.5 31.3 91.2 95
1293 690' N & 180' W of SE corner of
pad
2' BFG 1 6 120.4 28.9 31.6 91.5 95
1294 690' N & 180' W of SE corner of
pad
1' BFG 1 6 120.8 29.1 31.7 91.7 95
Storm Sewer, Line C
1295 Sta. 4+60 3.2' BFG 2 6 116.2 23.8 25.8 92.4 97
1296 Sta. 4+60 2.4' BFG 2 6 115.7 23.6 25.6 92.1 97
1297 Sta. 4+60 1.6' BFG 2 6 116.5 24.0 25.9 92.5 97
1298 Sta. 4+60 0.8' BFG 2 6 116.0 23.7 25.7 92.3 97
1299 Sta. 4+60 Final 2 6 115.5 23.5 25.5 92.0 97
Bldg. Pad D
1300 710' N & 20' W of SE corner of
pad
10' BFG 1 6 120.4 28.8 31.4 91.6 95
1301 710' N & 20' W of SE corner of
pad
9' BFG 1 6 120.3 28.5 31.1 91.8 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0030
06/14/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1302 710' N & 20' W of SE corner of
pad
8' BFG 1 6 120.1 28.9 31.7 91.2 95
1303 710' N & 20' W of SE corner of
pad
7' BFG 1 6 120.2 28.8 31.5 91.4 95
1304 710' N & 20' W of SE corner of
pad
6' BFG 1 6 119.6 28.5 31.3 91.1 95
1305 710' N & 100' W of SE corner of
pad
10' BFG 1 6 120.6 29.1 31.8 91.5 95
1306 710' N & 100' W of SE corner of
pad
9' BFG 1 6 120.0 28.7 31.4 91.3 95
1307 710' N & 100' W of SE corner of
pad
8' BFG 1 6 119.4 28.4 31.2 91.0 95
1308 710' N & 100' W of SE corner of
pad
7' BFG 1 6 120.6 29.0 31.7 91.6 95
1309 710' N & 100' W of SE corner of
pad
6' BFG 1 6 120.2 28.9 31.6 91.3 95
1310 710' N & 180' W of SE corner of
pad
10' BFG 1 6 119.9 28.3 30.9 91.6 95
1311 710' N & 180' W of SE corner of
pad
9' BFG 1 6 120.6 28.8 31.4 91.8 95
1312 710' N & 180' W of SE corner of
pad
8' BFG 1 6 120.0 28.5 31.2 91.5 95
1313 710' N & 180' W of SE corner of
pad
7' BFG 1 6 120.6 28.9 31.5 91.7 95
1314 710' N & 180' W of SE corner of
pad
6' BFG 1 6 120.0 28.6 31.3 91.4 95
1315 710' N & 20' W of SE corner of
pad
5' BFG 1 6 120.7 28.8 31.3 91.9 96
1316 710' N & 20' W of SE corner of
pad
4' BFG 1 6 120.1 28.4 31.0 91.7 95
1317 710' N & 20' W of SE corner of
pad
3' BFG 1 6 120.3 28.8 31.5 91.5 95
1318 710' N & 20' W of SE corner of
pad
2' BFG 1 6 120.4 28.6 31.2 91.8 95
1319 710' N & 20' W of SE corner of
pad
1' BFG 1 6 120.3 28.9 31.6 91.4 95
1320 710' N & 100' W of SE corner of
pad
5' BFG 1 6 120.5 28.8 31.4 91.7 95
1321 710' N & 100' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.1 91.5 95
1322 710' N & 100' W of SE corner of
pad
3' BFG 1 6 120.0 28.4 31.0 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0030
06/14/14
06/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1323 710' N & 100' W of SE corner of
pad
2' BFG 1 6 120.2 28.9 31.6 91.3 95
1324 710' N & 100' W of SE corner of
pad
1' BFG 1 6 120.5 28.8 31.4 91.7 95
1325 710' N & 180' W of SE corner of
pad
5' BFG 1 6 120.3 28.7 31.3 91.6 95
1326 710' N & 180' W of SE corner of
pad
4' BFG 1 6 120.6 28.9 31.5 91.7 95
1327 710' N & 180' W of SE corner of
pad
3' BFG 1 6 120.4 28.9 31.6 91.5 95
1328 710' N & 180' W of SE corner of
pad
2' BFG 1 6 120.3 28.6 31.2 91.7 95
1329 710' N & 180' W of SE corner of
pad
1' BFG 1 6 120.1 28.7 31.4 91.4 95
Storm Sewer, Line C
1330 Sta. 6+20 3.2' BFG 2 6 116.9 24.0 25.8 92.9 97
1331 Sta. 6+20 2.4' BFG 2 6 117.1 23.9 25.6 93.2 98
1332 Sta. 6+20 1.6' BFG 2 6 116.5 23.5 25.3 93.0 98
1333 Sta. 6+20 0.8' BFG 2 6 116.6 23.8 25.7 92.8 97
1334 Sta. 6+20 Final 2 6 116.7 23.7 25.5 93.0 98
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0031
06/16/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg Pad B
1335 140' N & 20' W of SE corner of
pad
10' BFG 1 6 119.9 28.3 30.9 91.6 95
1336 140' N & 20' W of SE corner of
pad
9' BFG 1 6 120.6 28.8 31.4 91.8 95
1337 140' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.5 31.1 91.5 95
1338 140' N & 20' W of SE corner of
pad
7' BFG 1 6 120.4 28.7 31.3 91.7 95
1339 140' N & 20' W of SE corner of
pad
6' BFG 1 6 120.4 28.5 31.0 91.9 96
1340 140' N & 80' W of SE corner of
pad
10' BFG 1 6 120.0 28.5 31.2 91.5 95
1341 140' N & 80' W of SE corner of
pad
9' BFG 1 6 120.7 29.0 31.6 91.7 95
1342 140' N & 80' W of SE corner of
pad
8' BFG 1 6 119.6 28.4 31.1 91.2 95
1343 140' N & 80' W of SE corner of
pad
7' BFG 1 6 119.7 28.7 31.5 91.0 95
1344 140' N & 80' W of SE corner of
pad
6' BFG 1 6 120.0 28.6 31.3 91.4 95
1345 140' N & 130' W of SE corner of
pad
10' BFG 1 6 119.9 28.8 31.6 91.1 95
1346 140' N & 130' W of SE corner of
pad
9' BFG 1 6 120.2 28.6 31.2 91.6 95
1347 140' N & 130' W of SE corner of
pad
8' BFG 1 6 120.5 29.1 31.8 91.4 95
1348 140' N & 130' W of SE corner of
pad
7' BFG 1 6 119.8 28.8 31.6 91.0 95
1349 140' N & 130' W of SE corner of
pad
6' BFG 1 6 120.0 28.5 31.2 91.5 95
1350 140' N & 20' W of SE corner of
pad
5' BFG 1 6 120.1 28.4 31.0 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0031
06/16/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1351 140' N & 20' W of SE corner of
pad
4' BFG 1 6 120.2 28.7 31.4 91.5 95
1352 140' N & 20' W of SE corner of
pad
3' BFG 1 6 119.8 28.5 31.2 91.3 95
1353 140' N & 20' W of SE corner of
pad
2' BFG 1 6 119.9 28.8 31.6 91.1 95
1354 140' N & 20' W of SE corner of
pad
1' BFG 1 6 120.0 28.6 31.3 91.4 95
1355 140' N & 80' W of SE corner of
pad
5' BFG 1 6 120.2 28.9 31.7 91.3 95
1356 140' N & 80' W of SE corner of
pad
4' BFG 1 6 120.2 28.7 31.4 91.5 95
1357 140' N & 80' W of SE corner of
pad
3' BFG 1 6 121.1 29.2 31.8 91.9 96
1358 140' N & 80' W of SE corner of
pad
2' BFG 1 6 120.7 29.0 31.6 91.7 95
1359 140' N & 80' W of SE corner of
pad
1' BFG 1 6 120.3 28.7 31.3 91.6 95
1360 140' N & 130' W of SE corner of
pad
5' BFG 1 6 120.6 28.9 31.5 91.7 95
1361 140' N & 130' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.1 91.5 95
1362 140' N & 130' W of SE corner of
pad
3' BFG 1 6 120.8 29.0 31.6 91.8 95
1363 140' N & 130' W of SE corner of
pad
2' BFG 1 6 120.3 28.7 31.3 91.6 95
1364 140' N & 130' W of SE corner of
pad
1' BFG 1 6 119.8 28.5 31.2 91.3 95
1365 170' N & 20' W of SE corner of
pad
10' BFG 1 6 120.5 28.9 31.5 91.6 95
1366 170' N & 20' W of SE corner of
pad
9' BFG 1 6 119.6 28.4 31.1 91.2 95
1367 170' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.7 31.4 91.3 95
1368 170' N & 20' W of SE corner of
pad
7' BFG 1 6 119.4 28.4 31.2 91.0 95
1369 170' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.3 31.0 91.4 95
1370 170' N & 80' W of SE corner of
pad
10' BFG 1 6 120.9 29.2 31.8 91.7 95
1371 170' N & 80' W of SE corner of
pad
9' BFG 1 6 120.3 28.9 31.6 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0031
06/16/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1372 170' N & 80' W of SE corner of
pad
8' BFG 1 6 119.8 28.6 31.4 91.2 95
1373 170' N & 80' W of SE corner of
pad
7' BFG 1 6 119.8 28.8 31.7 91.0 95
1374 170' N & 80' W of SE corner of
pad
6' BFG 1 6 120.1 28.8 31.5 91.3 95
1375 170' N & 130' W of SE corner of
pad
10' BFG 1 6 120.5 28.9 31.6 91.6 95
1376 170' N & 130' W of SE corner of
pad
9' BFG 1 6 119.6 28.4 31.1 91.2 95
1377 170' N & 130' W of SE corner of
pad
8' BFG 1 6 119.5 28.5 31.3 91.0 95
1378 170' N & 130' W of SE corner of
pad
7' BFG 1 6 120.2 28.8 31.5 91.4 95
1379 170' N & 130' W of SE corner of
pad
6' BFG 1 6 120.2 28.6 31.2 91.6 95
1380 170' N & 20' W of SE corner of
pad
5' BFG 1 6 120.4 28.8 31.4 91.6 95
1381 170' N & 20' W of SE corner of
pad
4' BFG 1 6 120.4 28.6 31.2 91.8 95
1382 170' N & 20' W of SE corner of
pad
3' BFG 1 6 119.9 28.4 31.0 91.5 95
1383 170' N & 20' W of SE corner of
pad
2' BFG 1 6 120.1 28.8 31.5 91.3 95
1384 170' N & 20' W of SE corner of
pad
1' BFG 1 6 120.4 28.7 31.3 91.7 95
1385 170' N & 80' W of SE corner of
pad
5' BFG 1 6 120.6 28.8 31.4 91.8 95
1386 170' N & 80' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.2 91.5 95
1387 170' N & 80' W of SE corner of
pad
3' BFG 1 6 119.9 28.7 31.5 91.2 95
1388 170' N & 80' W of SE corner of
pad
2' BFG 1 6 119.8 28.8 31.7 91.0 95
1389 170' N & 80' W of SE corner of
pad
1' BFG 1 6 120.0 28.6 31.3 91.4 95
1390 170' N & 130' W of SE corner of
pad
5' BFG 1 6 120.8 29.0 31.6 91.8 95
1391 170' N & 130' W of SE corner of
pad
4' BFG 1 6 122.9 31.4 34.3 91.5 95
1392 170' N & 130' W of SE corner of
pad
3' BFG 1 6 120.9 29.2 31.8 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0031
06/16/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1393 170' N & 130' W of SE corner of
pad
2' BFG 1 6 120.0 28.7 31.4 91.3 95
1394 170' N & 130' W of SE corner of
pad
1' BFG 1 6 120.5 28.9 31.5 91.6 95
Bldg. Pad A
1395 20' N & 20' W of SE corner of
pad
10' BFG 1 6 119.7 28.3 31.0 91.4 95
1396 20' N & 20' W of SE corner of
pad
9' BFG 1 6 120.4 28.7 31.3 91.7 95
1397 20' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.5 31.1 91.5 95
1398 20' N & 80' W of SE corner of
pad
10' BFG 1 6 120.6 28.8 31.4 91.8 95
1399 20' N & 80' W of SE corner of
pad
9' BFG 1 6 119.7 28.5 31.2 91.2 95
1400 20' N & 80' W of SE corner of
pad
8' BFG 1 6 120.2 28.8 31.5 91.4 95
1401 20' N & 130' W of SE corner of
pad
10' BFG 1 6 120.4 28.7 31.3 91.7 95
1402 20' N & 130' W of SE corner of
pad
9' BFG 1 6 120.2 28.9 31.6 91.3 95
1403 20' N & 130' W of SE corner of
pad
8' BFG 1 6 119.5 28.4 31.2 91.1 95
Bldg. Pad B
1404 200' N & 20' W of SE corner of
pad
10' BFG 1 6 119.8 28.7 31.5 91.1 95
1405 200' N & 20' W of SE corner of
pad
9' BFG 1 6 120.6 29.0 31.7 91.6 95
1406 200' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.7 31.4 91.3 95
1407 200' N & 20' W of SE corner of
pad
7' BFG 1 6 119.4 28.4 31.2 91.0 95
1408 200' N & 20' W of SE corner of
pad
6' BFG 1 6 120.3 28.9 31.6 91.4 95
1409 200' N & 80' W of SE corner of
pad
10' BFG 1 6 120.6 29.1 31.8 91.5 95
1410 200' N & 80' W of SE corner of
pad
9' BFG 1 6 120.7 29.0 31.6 91.7 95
1411 200' N & 80' W of SE corner of
pad
8' BFG 1 6 120.0 28.6 31.3 91.4 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0031
06/16/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1412 200' N & 80' W of SE corner of
pad
7' BFG 1 6 119.9 28.7 31.5 91.2 95
1413 200' N & 80' W of SE corner of
pad
6' BFG 1 6 120.2 28.6 31.2 91.6 95
1414 200' N & 130' W of SE corner of
pad
10' BFG 1 6 120.5 29.0 31.7 91.5 95
1415 200' N & 130' W of SE corner of
pad
9' BFG 1 6 119.9 28.7 31.5 91.2 95
1416 200' N & 130' W of SE corner of
pad
8' BFG 1 6 119.9 28.5 31.2 91.4 95
1417 200' N & 130' W of SE corner of
pad
7' BFG 1 6 119.8 28.7 31.5 91.1 95
1418 200' N & 130' W of SE corner of
pad
6' BFG 1 6 120.6 29.0 31.7 91.6 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0032
06/17/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad A
1419 20' N & 20' W of SE corner of
pad
7' BFG 1 6 120.0 28.3 30.9 91.7 95
1420 20' N & 20' W of SE corner of
pad
6' BFG 1 6 120.2 28.7 31.4 91.5 95
1421 20' N & 20' W of SE corner of
pad
5' BFG 1 6 119.7 28.4 31.1 91.3 95
1422 20' N & 20' W of SE corner of
pad
4' BFG 1 6 120.4 28.6 31.2 91.8 95
1423 20' N & 20' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1424 20' N & 20' W of SE corner of
pad
2' BFG 1 6 119.7 28.5 31.2 91.2 95
1425 20' N & 20' W of SE corner of
pad
1' BFG 1 6 119.9 28.8 31.6 91.1 95
1426 20' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 28.6 31.2 91.7 95
1427 20' N & 80' W of SE corner of
pad
6' BFG 1 6 119.9 28.4 31.0 91.5 95
1428 20' N & 80' W of SE corner of
pad
5' BFG 1 6 120.0 28.7 31.4 91.3 95
1429 20' N & 80' W of SE corner of
pad
4' BFG 1 6 120.2 28.6 31.2 91.6 95
1430 20' N & 80' W of SE corner of
pad
3' BFG 1 6 120.7 28.9 31.5 91.8 95
1431 20' N & 80' W of SE corner of
pad
2' BFG 1 6 120.4 28.8 31.4 91.6 95
1432 20' N & 80' W of SE corner of
pad
1' BFG 1 6 120.2 28.9 31.7 91.3 95
1433 20' N & 130' W of SE corner of
pad
7' BFG 1 6 120.2 28.8 31.5 91.4 95
1434 20' N & 130' W of SE corner of
pad
6' BFG 1 6 119.9 28.9 31.8 91.0 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0032
06/17/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1435 20' N & 130' W of SE corner of
pad
5' BFG 1 6 120.0 28.7 31.4 91.3 95
1436 20' N & 130' W of SE corner of
pad
4' BFG 1 6 119.5 28.4 31.2 91.1 95
1437 20' N & 130' W of SE corner of
pad
3' BFG 1 6 120.3 28.9 31.6 91.4 95
1438 20' N & 130' W of SE corner of
pad
2' BFG 1 6 120.3 28.6 31.2 91.7 95
1439 20' N & 130' W of SE corner of
pad
1' BFG 1 6 120.3 28.8 31.5 91.5 95
Bldg. Pad B
1440 200' N & 20' W of SE corner of
pad
5' BFG 1 6 120.2 29.0 31.8 91.2 95
1441 200' N & 20' W of SE corner of
pad
4' BFG 1 6 120.7 29.0 31.6 91.7 95
1442 200' N & 20' W of SE corner of
pad
3' BFG 1 6 120.1 28.6 31.3 91.5 95
1443 200' N & 20' W of SE corner of
pad
2' BFG 1 6 120.3 29.0 31.8 91.3 95
1444 200' N & 20' W of SE corner of
pad
1' BFG 1 6 120.7 29.0 31.6 91.7 95
1445 200' N & 80' W of SE corner of
pad
5' BFG 1 6 120.5 28.7 31.3 91.8 95
1446 200' N & 80' W of SE corner of
pad
4' BFG 1 6 120.2 28.8 31.5 91.4 95
1447 200' N & 80' W of SE corner of
pad
3' BFG 1 6 120.2 29.0 31.8 91.2 95
1448 200' N & 80' W of SE corner of
pad
2' BFG 1 6 120.4 28.8 31.4 91.6 95
1449 200' N & 80' W of SE corner of
pad
1' BFG 1 6 120.3 28.6 31.2 91.7 95
1450 200' N & 130' W of SE corner of
pad
5' BFG 1 6 120.5 28.9 31.5 91.6 95
1451 200' N & 130' W of SE corner of
pad
4' BFG 1 6 120.3 28.5 31.1 91.8 95
1452 200' N & 130' W of SE corner of
pad
3' BFG 1 6 120.5 28.8 31.4 91.7 95
1453 200' N & 130' W of SE corner of
pad
2' BFG 1 6 120.1 28.6 31.3 91.5 95
1454 200' N & 130' W of SE corner of
pad
1' BFG 1 6 120.9 29.0 31.6 91.9 96
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0032
06/17/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad A
1455 50' N & 20' W of SE corner of
pad
10' BFG 1 6 120.6 29.1 31.8 91.5 95
1456 50' N & 20' W of SE corner of
pad
9' BFG 1 6 120.6 28.9 31.5 91.7 95
1457 50' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.6 31.3 91.4 95
1458 50' N & 20' W of SE corner of
pad
7' BFG 1 6 120.1 28.9 31.7 91.2 95
1459 50' N & 20' W of SE corner of
pad
6' BFG 1 6 120.3 28.8 31.5 91.5 95
1460 50' N & 80' W of SE corner of
pad
10' BFG 1 6 119.9 28.8 31.6 91.1 95
1461 50' N & 80' W of SE corner of
pad
9' BFG 1 6 120.0 28.7 31.4 91.3 95
1462 50' N & 80' W of SE corner of
pad
8' BFG 1 6 120.4 28.6 31.2 91.8 95
1463 50' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 28.8 31.5 91.5 95
1464 50' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
1465 50' N & 130' W of SE corner of
pad
10' BFG 1 6 120.3 28.9 31.6 91.4 95
1466 50' N & 130' W of SE corner of
pad
9' BFG 1 6 120.3 28.5 31.1 91.8 95
1467 50' N & 130' W of SE corner of
pad
8' BFG 1 6 120.4 28.5 31.0 91.9 96
1468 50' N & 130' W of SE corner of
pad
7' BFG 1 6 120.5 28.9 31.5 91.6 95
1469 50' N & 130' W of SE corner of
pad
6' BFG 1 6 120.5 28.6 31.1 91.9 96
Bldg. Pad B
1470 230' N & 20' W of SE corner of
pad
10' BFG 1 6 120.9 29.1 31.7 91.8 95
1471 230' N & 20' W of SE corner of
pad
9' BFG 1 6 120.2 28.8 31.5 91.4 95
1472 230' N & 20' W of SE corner of
pad
8' BFG 1 6 120.4 28.7 31.3 91.7 95
1473 230' N & 20' W of SE corner of
pad
7' BFG 1 6 120.4 28.9 31.6 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0032
06/17/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1474 230' N & 20' W of SE corner of
pad
6' BFG 1 6 119.8 28.5 31.2 91.3 95
1475 230' N & 80' W of SE corner of
pad
10' BFG 1 6 120.5 29.1 31.8 91.4 95
1476 230' N & 80' W of SE corner of
pad
9' BFG 1 6 120.7 29.0 31.6 91.7 95
1477 230' N & 80' W of SE corner of
pad
8' BFG 1 6 120.1 28.6 31.3 91.5 95
1478 230' N & 80' W of SE corner of
pad
7' BFG 1 6 120.7 28.9 31.5 91.8 95
1479 230' N & 80' W of SE corner of
pad
6' BFG 1 6 120.8 29.0 31.6 91.8 95
1480 230' N & 130' W of SE corner of
pad
10' BFG 1 6 120.6 29.1 31.8 91.5 95
1481 230' N & 130' W of SE corner of
pad
9' BFG 1 6 120.2 28.9 31.6 91.3 95
1482 230' N & 130' W of SE corner of
pad
8' BFG 1 6 120.4 28.7 31.3 91.7 95
1483 230' N & 130' W of SE corner of
pad
7' BFG 1 6 119.8 28.4 31.1 91.4 95
1484 230' N & 130' W of SE corner of
pad
6' BFG 1 6 120.8 28.9 31.4 91.9 96
Bldg. Pad A
1485 50' N & 30' W of SE corner of
pad
5' BFG 1 6 120.4 28.7 31.3 91.7 95
1486 50' N & 30' W of SE corner of
pad
4' BFG 1 6 120.0 28.5 31.1 91.5 95
1487 50' N & 30' W of SE corner of
pad
3' BFG 1 6 120.0 28.7 31.4 91.3 95
1488 50' N & 30' W of SE corner of
pad
2' BFG 1 6 120.2 28.6 31.2 91.6 95
1489 50' N & 30' W of SE corner of
pad
1' BFG 1 6 120.8 29.0 31.6 91.8 95
1490 50' N & 80' W of SE corner of
pad
5' BFG 1 6 119.7 28.2 30.8 91.5 95
1491 50' N & 80' W of SE corner of
pad
4' BFG 1 6 119.7 28.5 31.2 91.2 95
1492 50' N & 80' W of SE corner of
pad
3' BFG 1 6 119.3 28.2 31.0 91.1 95
1493 50' N & 80' W of SE corner of
pad
2' BFG 1 6 120.4 28.8 31.4 91.6 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0032
06/17/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1494 50' N & 80' W of SE corner of
pad
1' BFG 1 6 119.7 28.4 31.1 91.3 95
1495 50' N & 130' W of SE corner of
pad
5' BFG 1 6 120.8 29.0 31.6 91.8 95
1496 50' N & 130' W of SE corner of
pad
4' BFG 1 6 120.1 28.6 31.3 91.5 95
1497 50' N & 130' W of SE corner of
pad
3' BFG 1 6 119.7 28.4 31.1 91.3 95
1498 50' N & 130' W of SE corner of
pad
2' BFG 1 6 120.6 28.9 31.5 91.7 95
1499 50' N & 130' W of SE corner of
pad
1' BFG 1 6 120.4 29.0 31.7 91.4 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1500 740' N & 20' W of SE corner of
pad
10' BFG 1 6 120.6 28.8 31.4 91.8 95
1501 740' N & 20' W of SE corner of
pad
9' BFG 1 6 120.1 28.5 31.1 91.6 95
1502 740' N & 20' W of SE corner of
pad
8' BFG 1 6 121.0 29.1 31.7 91.9 96
1503 740' N & 20' W of SE corner of
pad
7' BFG 1 6 120.3 28.8 31.5 91.5 95
1504 740' N & 20' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
1505 740' N & 100' W of SE corner of
pad
10' BFG 1 6 120.4 29.0 31.7 91.4 95
1506 740' N & 100' W of SE corner of
pad
9' BFG 1 6 119.8 28.6 31.4 91.2 95
1507 740' N & 100' W of SE corner of
pad
8' BFG 1 6 120.3 28.7 31.3 91.6 95
1508 740' N & 100' W of SE corner of
pad
7' BFG 1 6 120.3 28.5 31.1 91.8 95
1509 740' N & 100' W of SE corner of
pad
6' BFG 1 6 120.5 28.9 31.5 91.6 95
1510 740' N & 80' W of SE corner of
pad
10' BFG 1 6 120.0 28.5 31.2 91.5 95
1511 740' N & 80' W of SE corner of
pad
9' BFG 1 6 120.3 28.5 31.0 91.8 95
1512 740' N & 80' W of SE corner of
pad
8' BFG 1 6 120.0 28.8 31.6 91.2 95
1513 740' N & 80' W of SE corner of
pad
7' BFG 1 6 120.1 28.6 31.3 91.5 95
1514 740' N & 80' W of SE corner of
pad
6' BFG 1 6 120.2 28.9 31.7 91.3 95
Bldg. Pad B
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1515 230' N & 20' W of SE corner of
pad
5' BFG 1 6 120.4 28.7 31.3 91.7 95
1516 230' N & 20' W of SE corner of
pad
4' BFG 1 6 120.3 29.0 31.8 91.3 95
1517 230' N & 20' W of SE corner of
pad
3' BFG 1 6 120.3 28.8 31.5 91.5 95
1518 230' N & 20' W of SE corner of
pad
2' BFG 1 6 119.5 28.4 31.2 91.1 95
1519 230' N & 20' W of SE corner of
pad
1' BFG 1 6 120.0 28.7 31.4 91.3 95
1520 230' N & 80' W of SE corner of
pad
5' BFG 1 6 120.9 29.1 31.7 91.8 95
1521 230' N & 80' W of SE corner of
pad
4' BFG 1 6 120.3 28.8 31.5 91.5 95
1522 230' N & 80' W of SE corner of
pad
3' BFG 1 6 119.7 28.5 31.2 91.2 95
1523 230' N & 80' W of SE corner of
pad
2' BFG 1 6 120.8 29.0 31.6 91.8 95
1524 230' N & 80' W of SE corner of
pad
1' BFG 1 6 120.5 28.9 31.5 91.6 95
1525 230' N & 130' W of SE corner of
pad
5' BFG 1 6 121.1 29.2 31.8 91.9 96
1526 230' N & 130' W of SE corner of
pad
4' BFG 1 6 120.7 29.0 31.6 91.7 95
1527 230' N & 130' W of SE corner of
pad
3' BFG 1 6 120.2 28.7 31.4 91.5 95
1528 230' N & 130' W of SE corner of
pad
2' BFG 1 6 120.1 28.5 31.1 91.6 95
1529 230' N & 130' W of SE corner of
pad
1' BFG 1 6 120.5 28.7 31.3 91.8 95
1530 260' N & 20' W of SE corner of
pad
10' BFG 1 6 120.4 28.6 31.2 91.8 95
1531 260' N & 20' W of SE corner of
pad
9' BFG 1 6 119.8 28.6 31.4 91.2 95
1532 260' N & 20' W of SE corner of
pad
8' BFG 1 6 120.7 29.0 31.6 91.7 95
1533 260' N & 20' W of SE corner of
pad
7' BFG 1 6 120.1 28.6 31.3 91.5 95
1534 260' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.8 31.5 91.3 95
1535 260' N & 80' W of SE corner of
pad
10' BFG 1 6 120.5 28.6 31.1 91.9 96
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1536 260' N & 80' W of SE corner of
pad
9' BFG 1 6 120.5 28.8 31.4 91.7 95
1537 260' N & 80' W of SE corner of
pad
8' BFG 1 6 120.2 28.8 31.5 91.4 95
1538 260' N & 80' W of SE corner of
pad
7' BFG 1 6 120.6 29.0 31.7 91.6 95
1539 260' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.6 31.2 91.8 95
1540 260' N & 130' W of SE corner of
pad
10' BFG 1 6 119.7 28.7 31.5 91.0 95
1541 260' N & 130' W of SE corner of
pad
9' BFG 1 6 119.7 28.5 31.3 91.2 95
1542 260' N & 130' W of SE corner of
pad
8' BFG 1 6 120.4 28.9 31.6 91.5 95
1543 260' N & 130' W of SE corner of
pad
7' BFG 1 6 120.3 29.0 31.8 91.3 95
1544 260' N & 130' W of SE corner of
pad
6' BFG 1 6 120.4 28.8 31.4 91.6 95
1545 260' N & 20' W of SE corner of
pad
5' BFG 1 6 119.9 28.9 31.8 91.0 95
1546 260' N & 20' W of SE corner of
pad
4' BFG 1 6 120.2 28.9 31.6 91.3 95
1547 260' N & 20' W of SE corner of
pad
3' BFG 1 6 120.2 29.0 31.8 91.2 95
1548 260' N & 20' W of SE corner of
pad
2' BFG 1 6 120.4 28.9 31.6 91.5 95
1549 260' N & 20' W of SE corner of
pad
1' BFG 1 6 120.5 28.8 31.4 91.7 95
1550 260' N & 80' W of SE corner of
pad
5' BFG 1 6 120.4 29.0 31.7 91.4 95
1551 260' N & 80' W of SE corner of
pad
4' BFG 1 6 120.5 28.7 31.3 91.8 95
1552 260' N & 80' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1553 260' N & 80' W of SE corner of
pad
2' BFG 1 6 120.5 29.1 31.8 91.4 95
1554 260' N & 80' W of SE corner of
pad
1' BFG 1 6 120.0 28.8 31.6 91.2 95
1555 260' N & 130' W of SE corner of
pad
5' BFG 1 6 119.4 28.4 31.2 91.0 95
1556 260' N & 130' W of SE corner of
pad
4' BFG 1 6 120.4 28.9 31.6 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1557 260' N & 130' W of SE corner of
pad
3' BFG 1 6 120.1 28.8 31.5 91.3 95
1558 260' N & 130' W of SE corner of
pad
2' BFG 1 6 120.3 28.7 31.3 91.6 95
1559 260' N & 130' W of SE corner of
pad
1' BFG 1 6 120.1 28.9 31.7 91.2 95
1560 290' N & 20' W of SE corner of
pad
10' BFG 1 6 119.5 28.4 31.2 91.1 95
1561 290' N & 20' W of SE corner of
pad
9' BFG 1 6 119.6 28.2 30.9 91.4 95
1562 290' N & 20' W of SE corner of
pad
8' BFG 1 6 120.4 28.8 31.4 91.6 95
1563 290' N & 20' W of SE corner of
pad
7' BFG 1 6 119.9 28.6 31.3 91.3 95
1564 290' N & 20' W of SE corner of
pad
6' BFG 1 6 120.2 28.5 31.1 91.7 95
1565 290' N & 80' W of SE corner of
pad
10' BFG 1 6 119.9 28.7 31.5 91.2 95
1566 290' N & 80' W of SE corner of
pad
9' BFG 1 6 119.5 28.5 31.3 91.0 95
1567 290' N & 80' W of SE corner of
pad
8' BFG 1 6 120.4 28.9 31.6 91.5 95
1568 290' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 29.0 31.8 91.3 95
1569 290' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.8 31.4 91.6 95
1570 290' N & 130' W of SE corner of
pad
10' BFG 1 6 119.9 28.5 31.2 91.4 95
1571 290' N & 130' W of SE corner of
pad
9' BFG 1 6 120.7 29.0 31.6 91.7 95
1572 290' N & 130' W of SE corner of
pad
8' BFG 1 6 120.1 29.0 31.8 91.1 95
1573 290' N & 130' W of SE corner of
pad
7' BFG 1 6 120.2 28.9 31.6 91.3 95
1574 290' N & 130' W of SE corner of
pad
6' BFG 1 6 119.6 28.6 31.4 91.0 95
Bldg. Pad A
1575 80' N & 20' W of SE corner of
pad
10' BFG 1 6 120.5 29.0 31.7 91.5 95
1576 80' N & 20' W of SE corner of
pad
9' BFG 1 6 119.9 28.7 31.5 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1577 80' N & 20' W of SE corner of
pad
8' BFG 1 6 120.7 29.1 31.8 91.6 95
1578 80' N & 20' W of SE corner of
pad
7' BFG 1 6 120.3 28.9 31.6 91.4 95
1579 80' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.5 31.2 91.2 95
1580 80' N & 80' W of SE corner of
pad
10' BFG 1 6 119.6 28.6 31.4 91.0 95
1581 80' N & 80' W of SE corner of
pad
9' BFG 1 6 120.5 29.1 31.8 91.4 95
1582 80' N & 80' W of SE corner of
pad
8' BFG 1 6 120.7 29.0 31.6 91.7 95
1583 80' N & 80' W of SE corner of
pad
7' BFG 1 6 120.1 28.8 31.5 91.3 95
1584 80' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 29.0 31.7 91.4 95
1585 80' N & 130' W of SE corner of
pad
10' BFG 1 6 119.8 28.7 31.5 91.1 95
1586 80' N & 130' W of SE corner of
pad
9' BFG 1 6 120.6 29.2 31.9 91.4 95
1587 80' N & 130' W of SE corner of
pad
8' BFG 1 6 120.2 28.7 31.4 91.5 95
1588 80' N & 130' W of SE corner of
pad
7' BFG 1 6 120.3 28.6 31.2 91.7 95
1589 80' N & 130' W of SE corner of
pad
6' BFG 1 6 120.2 28.9 31.6 91.3 95
1590 290' N & 20' W of SE corner of
pad
5' BFG 1 6 120.4 28.5 31.0 91.9 96
1591 290' N & 20' W of SE corner of
pad
4' BFG 1 6 120.5 28.8 31.4 91.7 95
1592 290' N & 20' W of SE corner of
pad
3' BFG 1 6 119.4 28.4 31.2 91.0 95
1593 290' N & 20' W of SE corner of
pad
2' BFG 1 6 120.8 29.0 31.6 91.8 95
1594 290' N & 20' W of SE corner of
pad
1' BFG 1 6 120.1 28.5 31.1 91.6 95
1595 290' N & 80' W of SE corner of
pad
5' BFG 1 6 120.4 28.5 31.0 91.9 96
1596 290' N & 80' W of SE corner of
pad
4' BFG 1 6 120.4 28.8 31.4 91.6 95
1597 290' N & 80' W of SE corner of
pad
3' BFG 1 6 120.2 28.9 31.7 91.3 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0033
06/18/14
06/24/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1598 290' N & 80' W of SE corner of
pad
2' BFG 1 6 120.4 28.9 31.6 91.5 95
1599 290' N & 80' W of SE corner of
pad
1' BFG 1 6 120.4 28.7 31.3 91.7 95
1600 290' N & 130' W of SE corner of
pad
5' BFG 1 6 120.2 28.7 31.4 91.5 95
1601 290' N & 130' W of SE corner of
pad
4' BFG 1 6 120.3 28.5 31.1 91.8 95
1602 290' N & 130' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1603 290' N & 130' W of SE corner of
pad
2' BFG 1 6 120.7 28.8 31.3 91.9 96
1604 290' N & 130' W of SE corner of
pad
1' BFG 1 6 120.1 28.4 31.0 91.7 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 6 of 6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0034
06/19/14
06/26/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad B
1660 320' N & 20' W of SE corner of
pad
10' BFG 1 6 119.6 28.7 31.6 90.9 94
1661 320' N & 20' W of SE corner of
pad
9' BFG 1 6 120.0 28.6 31.3 91.4 95
1662 320' N & 20' W of SE corner of
pad
8' BFG 1 6 119.8 28.6 31.4 91.2 95
1663 320' N & 20' W of SE corner of
pad
7' BFG 1 6 120.6 29.0 31.7 91.6 95
1664 320' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.8 31.5 91.3 95
1665 320' N & 80' W of SE corner of
pad
10' BFG 1 6 120.0 28.9 31.7 91.1 95
1666 320' N & 80' W of SE corner of
pad
9' BFG 1 6 120.2 28.7 31.4 91.5 95
1667 320' N & 80' W of SE corner of
pad
8' BFG 1 6 120.9 29.2 31.8 91.7 95
1668 320' N & 80' W of SE corner of
pad
7' BFG 1 6 120.1 28.8 31.5 91.3 95
1669 320' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.9 31.6 91.5 95
1670 320' N & 130' W of SE corner of
pad
10' BFG 1 6 120.2 29.0 31.8 91.2 95
1671 320' N & 130' W of SE corner of
pad
9' BFG 1 6 120.4 28.8 31.4 91.6 95
1672 320' N & 130' W of SE corner of
pad
8' BFG 1 6 120.2 29.0 31.8 91.2 95
1673 320' N & 130' W of SE corner of
pad
7' BFG 1 6 120.5 28.9 31.5 91.6 95
1674 320' N & 130' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
Bldg. Pad A
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0034
06/19/14
06/26/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1675 80' N & 20' W of SE corner of
pad
5' BFG 1 6 120.0 28.9 31.7 91.1 95
1676 80' N & 20' W of SE corner of
pad
4' BFG 1 6 120.5 28.9 31.5 91.6 95
1677 80' N & 20' W of SE corner of
pad
3' BFG 1 6 119.7 28.5 31.3 91.2 95
1678 80' N & 20' W of SE corner of
pad
2' BFG 1 6 119.8 28.8 31.6 91.0 95
1679 80' N & 20' W of SE corner of
pad
1' BFG 1 6 120.2 28.7 31.4 91.5 95
1680 80' N & 80' W of SE corner of
pad
5' BFG 1 6 120.4 28.7 31.3 91.7 95
1681 80' N & 80' W of SE corner of
pad
4' BFG 1 6 119.9 28.4 31.0 91.5 95
1682 80' N & 80' W of SE corner of
pad
3' BFG 1 6 120.0 28.7 31.4 91.3 95
1683 80' N & 80' W of SE corner of
pad
2' BFG 1 6 119.5 28.4 31.2 91.1 95
1684 80' N & 80' W of SE corner of
pad
1' BFG 1 6 120.7 28.9 31.5 91.8 95
1685 80' N & 130' W of SE corner of
pad
5' BFG 1 6 120.4 28.5 31.0 91.9 96
1686 80' N & 130' W of SE corner of
pad
4' BFG 1 6 120.4 28.8 31.4 91.6 95
1687 80' N & 130' W of SE corner of
pad
3' BFG 1 6 120.3 28.6 31.2 91.7 95
1688 80' N & 130' W of SE corner of
pad
2' BFG 1 6 120.2 28.8 31.5 91.4 95
1689 80' N & 130' W of SE corner of
pad
1' BFG 1 6 120.2 28.9 31.7 91.3 95
Bldg. Pad B
1690 320' N & 20' W of SE corner of
pad
5' BFG 1 6 120.7 29.0 31.6 91.7 95
1691 320' N & 20' W of SE corner of
pad
4' BFG 1 6 120.6 28.7 31.2 91.9 96
1692 320' N & 20' W of SE corner of
pad
3' BFG 1 6 120.6 29.0 31.7 91.6 95
1693 320' N & 20' W of SE corner of
pad
2' BFG 1 6 119.9 28.7 31.5 91.2 95
1694 320' N & 20' W of SE corner of
pad
1' BFG 1 6 120.5 28.7 31.3 91.8 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0034
06/19/14
06/26/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1695 320' N & 80' W of SE corner of
pad
5' BFG 1 6 120.0 28.8 31.6 91.2 95
1696 320' N & 80' W of SE corner of
pad
4' BFG 1 6 120.2 28.6 31.2 91.6 95
1697 320' N & 80' W of SE corner of
pad
3' BFG 1 6 119.8 28.8 31.7 91.0 95
1698 320' N & 80' W of SE corner of
pad
2' BFG 1 6 120.2 28.8 31.5 91.4 95
1699 320' N & 80' W of SE corner of
pad
1' BFG 1 6 120.2 29.0 31.8 91.2 95
1700 320' N & 130' W of SE corner of
pad
5' BFG 1 6 120.0 28.9 31.7 91.1 95
1701 320' N & 130' W of SE corner of
pad
4' BFG 1 6 120.4 28.8 31.4 91.6 95
1702 320' N & 130' W of SE corner of
pad
3' BFG 1 6 120.2 28.9 31.6 91.3 95
1703 320' N & 130' W of SE corner of
pad
2' BFG 1 6 120.3 28.6 31.2 91.7 95
1704 320' N & 130' W of SE corner of
pad
1' BFG 1 6 120.2 28.8 31.5 91.4 95
Bldg. Pad A
1705 110' N & 20' W of SE corner of
pad
10' BFG 1 6 120.1 28.3 30.8 91.8 95
1706 110' N & 20' W of SE corner of
pad
9' BFG 1 6 120.2 28.6 31.2 91.6 95
1707 110' N & 20' W of SE corner of
pad
8' BFG 1 6 120.1 28.7 31.4 91.4 95
1708 110' N & 20' W of SE corner of
pad
7' BFG 1 6 120.2 28.5 31.1 91.7 95
1709 110' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.6 31.3 91.5 95
1710 110' N & 80' W of SE corner of
pad
10' BFG 1 6 120.5 28.6 31.1 91.9 96
1711 110' N & 80' W of SE corner of
pad
9' BFG 1 6 120.5 28.8 31.4 91.7 95
1712 110' N & 80' W of SE corner of
pad
8' BFG 1 6 120.0 28.5 31.2 91.5 95
1713 110' N & 80' W of SE corner of
pad
7' BFG 1 6 120.1 28.8 31.5 91.3 95
1714 110' N & 80' W of SE corner of
pad
6' BFG 1 6 120.0 28.8 31.6 91.2 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0034
06/19/14
06/26/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1715 110' N & 130' W of SE corner of
pad
10' BFG 1 6 120.8 28.9 31.4 91.9 96
1716 110' N & 130' W of SE corner of
pad
9' BFG 1 6 120.1 28.5 31.1 91.6 95
1717 110' N & 30' W of SE corner of
pad
8' BFG 1 6 120.2 28.7 31.4 91.5 95
1718 110' N & 30' W of SE corner of
pad
7' BFG 1 6 120.4 28.6 31.2 91.8 95
1719 110' N & 30' W of SE corner of
pad
6' BFG 1 6 120.2 28.9 31.6 91.3 95
1720 110' N & 20' W of SE corner of
pad
5' BFG 1 6 120.5 28.6 31.1 91.9 96
1721 110' N & 20' W of SE corner of
pad
4' BFG 1 6 120.4 28.7 31.3 91.7 95
1722 110' N & 20' W of SE corner of
pad
3' BFG 1 6 120.2 28.8 31.5 91.4 95
1723 110' N & 20' W of SE corner of
pad
2' BFG 1 6 120.2 28.6 31.2 91.6 95
1724 110' N & 20' W of SE corner of
pad
1' BFG 1 6 120.2 28.9 31.7 91.3 95
1725 110' N & 80' W of SE corner of
pad
5' BFG 1 6 120.4 28.9 31.6 91.5 95
1726 110' N & 80' W of SE corner of
pad
4' BFG 1 6 119.6 28.5 31.3 91.1 95
1727 110' N & 80' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1728 110' N & 80' W of SE corner of
pad
2' BFG 1 6 120.2 28.9 31.7 91.3 95
1729 110' N & 80' W of SE corner of
pad
1' BFG 1 6 119.6 28.6 31.4 91.0 95
1730 110' N & 130' W of SE corner of
pad
5' BFG 1 6 120.3 28.9 31.6 91.4 95
1731 110' N & 130' W of SE corner of
pad
4' BFG 1 6 120.5 28.7 31.3 91.8 95
1732 110' N & 130' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1733 110' N & 130' W of SE corner of
pad
2' BFG 1 6 120.6 28.7 31.2 91.9 96
1734 110' N & 130' W of SE corner of
pad
1' BFG 1 6 120.5 29.0 31.7 91.5 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0034
06/19/14
06/26/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0035
06/20/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1735 740' N & 20' of SE corner of
pad
5' BFG 1 6 120.0 28.3 30.9 91.7 95
1736 740' N & 20' of SE corner of
pad
4' BFG 1 6 120.0 28.7 31.4 91.3 95
1737 740' N & 20' of SE corner of
pad
3' BFG 1 6 120.0 28.5 31.2 91.5 95
1738 740' N & 20' of SE corner of
pad
2' BFG 1 6 120.7 28.9 31.5 91.8 95
1739 740' N & 20' of SE corner of
pad
1' BFG 1 6 120.0 28.6 31.3 91.4 95
1740 740' N & 100' of SE corner of
pad
5' BFG 1 6 120.4 28.6 31.2 91.8 95
1741 740' N & 100' of SE corner of
pad
4' BFG 1 6 120.4 28.9 31.6 91.5 95
1742 740' N & 100' of SE corner of
pad
3' BFG 1 6 120.4 28.7 31.3 91.7 95
1743 740' N & 100' of SE corner of
pad
2' BFG 1 6 120.5 28.6 31.1 91.9 96
1744 740' N & 100' of SE corner of
pad
1' BFG 1 6 120.2 28.8 31.5 91.4 95
1745 740' N & 180' of SE corner of
pad
5' BFG 1 6 120.4 28.7 31.3 91.7 95
1746 740' N & 180' of SE corner of
pad
4' BFG 1 6 120.4 28.9 31.6 91.5 95
1747 740' N & 180' of SE corner of
pad
3' BFG 1 6 120.4 28.9 31.6 91.5 95
1748 740' N & 180' of SE corner of
pad
2' BFG 1 6 120.4 28.7 31.3 91.7 95
1749 740' N & 180' of SE corner of
pad
1' BFG 1 6 120.4 28.8 31.4 91.6 95
Bldg. Pad A
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0035
06/20/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1750 140' N & 20' W of SE corner of
pad
10' BFG 1 6 120.5 28.6 31.1 91.9 96
1751 140' N & 20' W of SE corner of
pad
9' BFG 1 6 120.5 28.9 31.5 91.6 95
1752 140' N & 20' W of SE corner of
pad
8' BFG 1 6 120.4 28.7 31.3 91.7 95
1753 140' N & 20' W of SE corner of
pad
7' BFG 1 6 120.4 29.0 31.7 91.4 95
1754 140' N & 20' W of SE corner of
pad
6' BFG 1 6 120.6 28.8 31.4 91.8 95
1755 140' N & 80' W of SE corner of
pad
10' BFG 1 6 120.3 28.6 31.2 91.7 95
1756 140' N & 80' W of SE corner of
pad
9' BFG 1 6 120.4 28.9 31.6 91.5 95
1757 140' N & 80' W of SE corner of
pad
8' BFG 1 6 120.0 28.7 31.4 91.3 95
1758 140' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 28.7 31.3 91.6 95
1759 140' N & 80' W of SE corner of
pad
6' BFG 1 6 120.2 29.0 31.8 91.2 95
1760 140' N & 130' W of SE corner of
pad
10' BFG 1 6 120.6 28.9 31.5 91.7 95
1761 140' N & 130' W of SE corner of
pad
9' BFG 1 6 120.5 29.0 31.7 91.5 95
1762 140' N & 130' W of SE corner of
pad
8' BFG 1 6 120.0 28.7 31.4 91.3 95
1763 140' N & 130' W of SE corner of
pad
7' BFG 1 6 120.1 28.5 31.1 91.6 95
1764 140' N & 130' W of SE corner of
pad
6' BFG 1 6 120.2 28.8 31.5 91.4 95
1765 140' N & 20' W of SE corner of
pad
5' BFG 1 6 120.3 28.6 31.2 91.7 95
1766 140' N & 20' W of SE corner of
pad
4' BFG 1 6 120.5 29.0 31.7 91.5 95
1767 140' N & 20' W of SE corner of
pad
3' BFG 1 6 120.5 28.9 31.5 91.6 95
1768 140' N & 20' W of SE corner of
pad
2' BFG 1 6 120.5 28.7 31.3 91.8 95
1769 140' N & 20' W of SE corner of
pad
1' BFG 1 6 120.2 28.9 31.6 91.3 95
1770 140' N & 80' W of SE corner of
pad
5' BFG 1 6 120.7 28.6 31.0 92.1 96
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0035
06/20/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1771 140' N & 80' W of SE corner of
pad
4' BFG 1 6 120.6 28.8 31.4 91.8 95
1772 140' N & 80' W of SE corner of
pad
3' BFG 1 6 120.3 28.7 31.3 91.6 95
1773 140' N & 80' W of SE corner of
pad
2' BFG 1 6 120.2 28.9 31.6 91.3 95
1774 140' N & 80' W of SE corner of
pad
1' BFG 1 6 120.3 28.6 31.2 91.7 95
1775 140' N & 130' W of SE corner of
pad
5' BFG 1 6 120.2 28.8 31.5 91.4 95
1776 140' N & 130' W of SE corner of
pad
4' BFG 1 6 120.4 28.6 31.2 91.8 95
1777 140' N & 130' W of SE corner of
pad
3' BFG 1 6 120.4 28.9 31.6 91.5 95
1778 140' N & 130' W of SE corner of
pad
2' BFG 1 6 120.4 28.7 31.3 91.7 95
1779 140' N & 130' W of SE corner of
pad
1' BFG 1 6 120.5 28.6 31.1 91.9 96
1780 170' N & 20' W of SE corner of
pad
10' BFG 1 6 120.5 28.8 31.4 91.7 95
1781 170' N & 20' W of SE corner of
pad
9' BFG 1 6 120.6 28.7 31.2 91.9 96
1782 170' N & 20' W of SE corner of
pad
8' BFG 1 6 120.0 28.4 31.0 91.6 95
1783 170' N & 20' W of SE corner of
pad
7' BFG 1 6 120.7 28.9 31.5 91.8 95
1784 170' N & 20' W of SE corner of
pad
6' BFG 1 6 120.1 28.6 31.3 91.5 95
1785 170' N & 80' W of SE corner of
pad
10' BFG 1 6 120.3 28.5 31.1 91.8 95
1786 170' N & 80' W of SE corner of
pad
9' BFG 1 6 120.4 28.9 31.6 91.5 95
1787 170' N & 80' W of SE corner of
pad
8' BFG 1 6 120.5 28.8 31.4 91.7 95
1788 170' N & 80' W of SE corner of
pad
7' BFG 1 6 120.1 28.9 31.7 91.2 95
1789 170' N & 80' W of SE corner of
pad
6' BFG 1 6 120.4 28.8 31.4 91.6 95
1790 170' N & 130' W of SE corner of
pad
10' BFG 1 6 120.4 28.6 31.2 91.8 95
1791 170' N & 130' W of SE corner of
pad
9' BFG 1 6 120.3 28.8 31.5 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0035
06/20/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1792 170' N & 130' W of SE corner of
pad
8' BFG 1 6 120.2 29.0 31.8 91.2 95
1793 170' N & 130' W of SE corner of
pad
7' BFG 1 6 120.4 28.9 31.6 91.5 95
1794 170' N & 130' W of SE corner of
pad
6' BFG 1 6 120.4 28.7 31.3 91.7 95
1795 170' N & 20' W of SE corner of
pad
5' BFG 1 6 120.3 28.9 31.6 91.4 95
1796 170' N & 20' W of SE corner of
pad
4' BFG 1 6 120.3 28.6 31.2 91.7 95
1797 170' N & 20' W of SE corner of
pad
3' BFG 1 6 120.0 28.7 31.4 91.3 95
1798 170' N & 20' W of SE corner of
pad
2' BFG 1 6 120.4 29.0 31.7 91.4 95
1799 170' N & 20' W of SE corner of
pad
1' BFG 1 6 120.7 28.9 31.5 91.8 95
1800 170' N & 80' W of SE corner of
pad
5' BFG 1 6 120.4 28.9 31.6 91.5 95
1801 170' N & 80' W of SE corner of
pad
4' BFG 1 6 120.4 29.1 31.9 91.3 95
1802 170' N & 80' W of SE corner of
pad
3' BFG 1 6 120.5 28.8 31.4 91.7 95
1803 170' N & 80' W of SE corner of
pad
2' BFG 1 6 120.5 29.0 31.7 91.5 95
1804 170' N & 80' W of SE corner of
pad
1' BFG 1 6 120.8 28.9 31.5 91.9 96
1805 170' N & 130' W of SE corner of
pad
5' BFG 1 67 120.3 28.5 31.1 91.8 95
1806 170' N & 130' W of SE corner of
pad
4' BFG 1 6 120.4 28.8 31.4 91.6 95
1807 170' N & 130' W of SE corner of
pad
3' BFG 1 6 120.6 28.7 31.2 91.9 96
1808 170' N & 130' W of SE corner of
pad
2' BFG 1 6 120.2 28.8 31.5 91.4 95
1809 170' N & 130' W of SE corner of
pad
1' BFG 1 6 120.4 28.7 31.3 91.7 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0035
06/20/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94141126.0036
Service Date: 06/20/14 8901 Carpenter Frwy., Suite 100
Report Date:06/24/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number 94141126
Material Information Sample Information
Source of Material:Native Sample Date:06/17/14
Proposed Use:Common fill Sampled By:Armando Rendon
Sample Location:On site @ building pad "C"
Sample Description:Lime treated dark and light brown clay
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:45
Test Method:Method A Plastic Limit:36
Sample Preparation:Wet Plasticity Index:9
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):86.8
Optimum Water Content (%):30.2
USCS:
Comments:
Services:
Terracon Rep.:
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:_______________________________
James D. Baze
Project Manager
Test Methods:ASTM D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of
the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein
are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently
similar or identical materials.
Zero Ai r Vo i d s Curve fo r Ass umed Specific
G rav i ty 2.70
383736353433323130292827262524
82
83
84
85
86
87
88
89
Water Content (%)
D r y U n i t W e i g h t (p c f )
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0037
06/21/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2286.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad A
1810 200' N & 20' W of SE corner of
pad
10' BFG 1 6 119.7 28.1 30.7 91.6 95
1811 200' N & 20' W of SE corner of
pad
9' BFG 1 6 120.3 28.4 30.9 91.9 96
1812 200' N & 20' W of SE corner of
pad
8' BFG 1 6 119.9 28.6 31.3 91.3 95
1813 200' N & 20' W of SE corner of
pad
7' BFG 1 6 119.9 28.4 31.0 91.5 95
1814 200' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.5 31.2 91.2 95
1815 200' N & 80' W of SE corner of
pad
10' BFG 1 6 120.2 28.5 31.1 91.7 95
1816 200' N & 80' W of SE corner of
pad
9' BFG 1 6 120.3 28.8 31.5 91.5 95
1817 200' N & 80' W of SE corner of
pad
8' BFG 1 6 120.2 29.0 31.8 91.2 95
1818 200' N & 80' W of SE corner of
pad
7' BFG 1 6 120.3 28.9 31.6 91.4 95
1819 200' N & 80' W of SE corner of
pad
6' BFG 1 6 120.2 28.6 31.2 91.6 95
1820 200' N & 130' W of SE corner of
pad
10' BFG 1 6 119.5 28.3 31.0 91.2 95
1821 200' N & 130' W of SE corner of
pad
9' BFG 1 6 120.2 28.7 31.4 91.5 95
1822 200' N & 130' W of SE corner of
pad
8' BFG 1 6 120.5 28.7 31.3 91.8 95
1823 200' N & 130' W of SE corner of
pad
7' BFG 1 6 120.3 28.9 31.6 91.4 95
1824 200' N & 130' W of SE corner of
pad
6' BFG 1 6 120.0 28.5 31.2 91.5 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0037
06/21/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad C
1825 20' N & 30' E of SW corner of
pad
Final 2 6 110.2 25.7 30.4 84.5 97
1826 100' N & 100' E of SW corner of
pad
Final 2 6 110.3 25.4 29.9 84.9 98
1827 200' N & 160' E of SW corner of
pad
Final 2 6 110.6 25.6 30.1 85.0 98
1828 300' N & 40' E of SW corner of
pad
Final 2 6 109.3 25.6 30.6 83.7 96
1829 400' N & 100' E of SW corner of
pad
Final 2 6 109.5 25.4 30.2 84.1 97
1830 460' N & 150' E of SW corner of
pad
Final 2 6 109.7 25.8 30.8 83.9 97
1831 400' N & 20' E of SW corner of
pad
Final 2 6 110.0 25.8 30.6 84.2 97
Bldg. Pad A
1832 200' N & 15' W of SE corner of
pad
5' BFG 2 6 120.3 28.4 30.9 91.9 106
1833 200' N & 15' W of SE corner of
pad
4' BFG 2 6 119.7 28.6 31.4 91.1 105
1834 200' N & 15' W of SE corner of
pad
3' BFG 2 6 119.8 28.5 31.2 91.3 105
1835 200' N & 15' W of SE corner of
pad
2' BFG 2 6 119.9 28.4 31.0 91.5 105
1836 200' N & 15' W of SE corner of
pad
1' BFG 2 6 120.6 28.9 31.5 91.7 106
1837 200' N & 90' W of SE corner of
pad
5' BFG 2 6 120.1 28.9 31.7 91.2 105
1838 200' N & 90' W of SE corner of
pad
4' BFG 2 6 120.5 28.9 31.5 91.6 106
1839 200' N & 90' W of SE corner of
pad
3' BFG 2 6 120.3 29.0 31.8 91.3 105
1840 200' N & 90' W of SE corner of
pad
2' BFG 1 6 120.5 28.9 31.5 91.6 95
1841 200' N & 90' W of SE corner of
pad
1' BFG 1 6 120.0 28.9 31.7 91.1 95
1842 200' N & 120' W of SE corner of
pad
5' BFG 1 6 120.1 28.6 31.3 91.5 95
1843 200' N & 120' W of SE corner of
pad
4' BFG 1 6 120.6 28.9 31.5 91.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0037
06/21/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1844 200' N & 120' W of SE corner of
pad
3' BFG 1 6 119.9 28.9 31.8 91.0 95
1845 200' N & 120' W of SE corner of
pad
2' BFG 1 6 120.8 29.0 31.6 91.8 95
1846 200' N & 120' W of SE corner of
pad
1' BFG 1 6 120.0 28.5 31.2 91.5 95
Bldg. Pad C
1847 30' N & 120' E of SW corner of
pad
Final 2 6 111.1 26.9 32.0 84.2 97
1848 200' N & 50' E of SW corner of
pad
Final 2 6 112.2 27.1 31.8 85.1 98
1849 300' N & 150' E of SW corner of
pad
Final 2 6 110.9 26.6 31.6 84.3 97
1850 200' N & 100' E of SW corner of
pad
Final 2 6 110.8 26.1 30.8 84.7 98
1851 300' N & 100' E of SW corner of
pad
Final 2 6 109.9 26.1 31.2 83.8 97
1852 100' N & 150' E of SW corner of
pad
Final 2 6 110.1 25.8 30.6 84.3 97
1853 150' N & 60' E of SW corner of
pad
Final 2 6 110.1 25.6 30.3 84.5 97
1854 400' N & 100' E of SW corner of
pad
Final 2 6 109.6 25.9 31.0 83.7 96
Bldg. Pad A
1855 230' N & 20' W of SE corner of
pad
10' BFG 2 6 120.6 28.8 31.4 91.8 106
1856 230' N & 20' W of SE corner of
pad
9' BFG 2 6 120.1 28.5 31.1 91.6 106
1857 230' N & 20' W of SE corner of
pad
8' BFG 1 6 120.5 28.6 31.1 91.9 96
1858 230' N & 20' W of SE corner of
pad
7' BFG 1 6 120.5 28.9 31.5 91.6 95
1859 230' N & 20' W of SE corner of
pad
6' BFG 1 6 120.5 28.7 31.3 91.8 95
1860 230' N & 80' W of SE corner of
pad
10' BFG 1 6 120.4 28.9 31.6 91.5 95
1861 230' N & 80' W of SE corner of
pad
9' BFG 1 6 120.4 28.7 31.3 91.7 95
1862 230' N & 80' W of SE corner of
pad
8' BFG 1 6 120.3 28.5 31.1 91.8 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0037
06/21/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1863 230' N & 80' W of SE corner of
pad
7' BFG 1 6 120.4 28.8 31.4 91.6 95
1864 230' N & 80' W of SE corner of
pad
6' BFG 1 6 120.1 28.9 31.7 91.2 95
1865 230' N & 130' W of SE corner of
pad
10' BFG 1 6 120.0 29.0 31.9 91.0 95
1866 230' N & 130' W of SE corner of
pad
9' BFG10'1 6 120.5 28.9 31.5 91.6 95
1867 230' N & 130' W of SE corner of
pad
8' BFG 1 6 120.5 28.7 31.3 91.8 95
1868 230' N & 130' W of SE corner of
pad
7' BFG 1 6 120.2 28.9 31.7 91.3 95
1869 230' N & 130' W of SE corner of
pad
6' BFG 1 6 120.5 28.8 31.4 91.7 95
1870 230' N & 20' W of SE corner of
pad
5' BFG 1 6 119.9 28.9 31.8 91.0 95
1871 230' N & 20' W of SE corner of
pad
4' BFG 1 6 119.5 28.7 31.6 90.8 94
1872 230' N & 20' W of SE corner of
pad
3' BFG 1 6 120.0 28.6 31.3 91.4 95
1873 230' N & 20' W of SE corner of
pad
2' BFG 1 6 120.1 28.5 31.1 91.6 95
1874 230' N & 20' W of SE corner of
pad
1' BFG 1 6 120.1 28.8 31.5 91.3 95
1875 230' N & 80' W of SE corner of
pad
5' BFG 1 6 120.3 28.5 31.1 91.8 95
1876 230' N & 80' W of SE corner of
pad
4' BFG 1 6 119.3 28.1 30.8 91.2 95
1877 230' N & 80' W of SE corner of
pad
3' BFG 1 6 120.4 28.8 31.4 91.6 95
1878 230' N & 80' W of SE corner of
pad
2' BFG 1 6 120.3 28.6 31.2 91.7 95
1879 230' N & 80' W of SE corner of
pad
1' BFG 1 6 120.1 28.8 31.5 91.3 95
1880 230' N & 130' W of SE corner of
pad
5' BFG 1 6 120.0 28.5 31.1 91.5 95
1881 230' N & 130' W of SE corner of
pad
4' BFG 1 6 119.7 28.6 31.4 91.1 95
1882 230' N & 130' W of SE corner of
pad
3' BFG 1 6 120.2 28.6 31.2 91.6 95
1883 230' N & 130' W of SE corner of
pad
2' BFG 1 6 119.1 28.2 31.0 90.9 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0037
06/21/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1884 230' N & 130' W of SE corner of
pad
1' BFG 1 6 119.7 28.5 31.3 91.2 95
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 5 of 5
GRADATION REPORT
Report Number:94141126.0038
Service Date:06/20/14 8901 Carpenter Frwy., Suite 100
Report Date:06/27/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Moist
TEST LOCATION:Bldg. Pad D
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 20’ N & 20’ E of SW corner of pad 100 63
2 100’ N & 100’ E of SW corner of pad 100 61
3 200’ N & 100’ E of SW corner of pad 100 64
4 300’ N & 100’ E of SW corner of pad 100 64
5 400’ N & 100’ E of SW corner of pad 100 63
6 20’ N & 190’ E of SW corner of pad 100 61
7 100’ N & 190’ E of SW corner of pad 100 64
8 200’ N & 150’ E of SW corner of pad 100 63
9 300’ N & 150’ E of SW corner of pad 100 65
10 400’ N & 180’ E of SW corner of pad 100 61
11 50’ N & 100’ E of SW corner of pad 100 63
12 200’ N & 50’ E of SW corner of pad 100 64
13 300’ N & 30’ E of SW corner of pad 100 64
14 400’ N & 20’ E of SW corner of pad 100 63
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0041
06/24/14
06/25/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-1/+3296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2386.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad A
1605 260' N & 20' W of SE corner of
pad
10' BFG 1 6 119.0 28.9 32.1 90.1 94
1606 260' N & 20' W of SE corner of
pad
9' BFG 1 6 119.4 28.8 31.8 90.6 94
1607 260' N & 20' W of SE corner of
pad
8' BFG 1 6 119.5 28.7 31.6 90.8 94
1608 260' N & 20' W of SE corner of
pad
7' BFG 1 6 119.4 28.9 31.9 90.5 94
1609 260' N & 20' W of SE corner of
pad
6' BFG 1 6 119.7 28.8 31.7 90.9 94
1610 260' N & 80' W of SE corner of
pad
10' BFG 1 6 119.0 28.8 31.9 90.2 94
1611 260' N & 80' W of SE corner of
pad
9' BFG 1 6 119.1 28.6 31.6 90.5 94
1612 260' N & 80' W of SE corner of
pad
8' BFG 1 6 119.2 28.5 31.4 90.7 94
1613 260' N & 80' W of SE corner of
pad
7' BFG 1 6 119.1 28.7 31.7 90.4 94
1614 260' N & 80' W of SE corner of
pad
6' BFG 1 6 119.8 29.0 31.9 90.8 94
1615 260' N & 130' W of SE corner of
pad
10' BFG 1 6 118.8 28.8 32.0 90.0 94
1616 260' N & 130' W of SE corner of
pad
9' BFG 1 6 120.3 29.0 31.8 91.3 95
1617 260' N & 130' W of SE corner of
pad
8' BFG 1 6 119.1 28.6 31.6 90.5 94
1618 260' N & 130' W of SE corner of
pad
7' BFG 1 6 119.0 28.7 31.8 90.3 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0041
06/24/14
06/25/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1619 260' N & 130' W of SE corner of
pad
6' BFG 1 6 119.2 28.5 31.4 90.7 94
Storm Sewer Line B
1620 Sta. 1+00 4' BFG 2 6 115.7 23.6 25.6 92.1 96
1621 Sta. 1+00 3.2' BFG 2 6 115.7 23.3 25.2 92.4 96
1622 Sta. 1+00 2.4' BFG 2 6 115.5 23.5 25.5 92.0 96
1623 Sta. 1+00 1.6' BFG 2 6 115.7 23.4 25.3 92.3 96
1624 Sta. 1+00 0.8' BFG 2 6 116.3 23.8 25.7 92.5 96
1625 Sta. 1+00 Final 2 6 116.7 24.0 25.9 92.7 96
Bldg. Pad A
1626 260' N & 15' W of SE corner of
pad
5' BFG 1 6 119.6 28.8 31.7 90.8 94
1627 260' N & 15' W of SE corner of
pad
4' BFG 1 6 119.1 28.5 31.5 90.6 94
1628 260' N & 15' W of SE corner of
pad
3' BFG 1 6 119.2 28.4 31.3 90.8 94
1629 260' N & 15' W of SE corner of
pad
2' BFG 1 6 119.1 28.6 31.6 90.5 94
1630 260' N & 15' W of SE corner of
pad
1' BFG 1 6 119.2 28.8 31.9 90.4 94
1631 260' N & 70' W of SE corner of
pad
5' BFG 1 6 119.1 28.3 31.2 90.8 94
1632 260' N & 70' W of SE corner of
pad
4' BFG 1 6 118.9 28.5 31.5 90.4 94
1633 260' N & 70' W of SE corner of
pad
3' BFG 1 6 119.7 28.8 31.7 90.9 94
1634 260' N & 70' W of SE corner of
pad
2' BFG 1 6 119.0 28.4 31.3 90.6 94
1635 260' N & 70' W of SE corner of
pad
1' BFG 1 6 119.4 28.7 31.6 90.7 94
1636 260' N & 125' W of SE corner of
pad
5' BFG 1 6 119.4 28.5 31.3 90.9 94
1637 260' N & 125' W of SE corner of
pad
4' BFG 1 6 119.3 28.6 31.5 90.7 94
1638 260' N & 125' W of SE corner of
pad
3' BFG 1 6 119.1 28.7 31.7 90.4 94
1639 260' N & 125' W of SE corner of
pad
2' BFG 1 6 118.9 28.3 31.2 90.6 94
1640 260' N & 125' W of SE corner of
pad
1' BFG 1 6 119.1 28.6 31.6 90.5 94
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0041
06/24/14
06/25/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1641 20' N & 20' E of SW corner of
pad
Final 3 6 109.3 26.6 32.2 82.7 95
1642 100' N & 100' E of SW corner of
pad
Final 3 6 109.9 26.5 31.8 83.4 96
1643 200' N & 100' E of SW corner of
pad
Final 3 6 109.4 26.3 31.6 83.1 96
1644 300' N & 100' E of SW corner of
pad
Final 3 6 109.2 26.4 31.9 82.8 95
1645 400' N & 100' E of SW corner of
pad
Final 3 6 110.9 27.3 32.6 83.6 96*
1646 20' N & 190' E of SW corner of
pad
Final 3 6 110.5 27.5 33.1 83.0 96*
1647 100' N & 190' E of SW corner of
pad
Final 3 6 108.7 26.3 31.9 82.4 95
1648 200' N & 150' E of SW corner of
pad
Final 3 6 110.2 26.7 32.0 83.5 96
1649 300' N & 150' E of SW corner of
pad
Final 3 6 110.2 26.5 31.7 83.7 96
1650 400' N & 180' E of SW corner of
pad
Final 3 6 110.6 26.4 31.4 84.2 97
1651 500' N & 100' E of SW corner of
pad
Final 3 6 110.2 26.6 31.8 83.6 96
1652 200' N & 150' E of SW corner of
pad
Final 3 6 110.1 26.8 32.2 83.3 96
1653 300' N & 30' E of SW corner of
pad
Final 3 6 110.5 26.5 31.6 84.0 97
Storm Sewer Line B
1654 Sta. 3+00 4' BFG 2 6 115.9 23.1 24.9 92.8 96
1655 Sta. 3+00 3.2' BFG 2 6 115.3 22.8 24.6 92.5 96
1656 Sta. 3+00 2.4' BFG 2 6 115.7 23.0 24.8 92.7 96
1657 Sta. 3+00 1.6' BFG 2 6 116.3 23.3 25.0 93.0 97
1658 Sta. 3+00 0.8' BFG 2 6 115.5 22.9 24.7 92.6 96
1659 Sta. 3+00 Final 2 6 116.0 23.1 24.9 92.9 97
Comments:
Datum: BFG - Below final grade Serial No:
An asterisk (*) appears next to the test results which do not meet the project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 3 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0041
06/24/14
06/25/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 4 of 4
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0042
06/25/14
06/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1889 RETEST OF TEST #1645 - 400'
N & 100' E of SW corner of pad
Final 1 6 108.6 26.1 31.6 82.5 95
1890 RETEST OF TEST #1646 - 20'
N & 190' E of SW corner of pad
Final 1 6 109.3 26.4 31.8 82.9 96
1891 500' N & 100' E of SW corner of
pad
Final 1 6 108.6 25.5 30.7 83.1 96
1892 600' N & 100' E of SW corner of
pad
Final 1 6 110.1 26.3 31.4 83.8 97
1893 700' N & 100' E of SW corner of
pad
Final 1 6 109.3 26.3 31.7 83.0 96
1894 500' N & 30' E of SW corner of
pad
Final 1 6 110.0 26.6 31.9 83.4 96
1895 600' N & 20' E of SW corner of
pad
Final 1 6 115.7 27.7 31.5 88.0 101
1896 700' N & 20' E of SW corner of
pad
Final 1 6 109.2 26.4 31.9 82.8 95
1897 500' N & 190' E of SW corner of
pad
Final 1 6 109.6 26.1 31.2 83.5 96
1898 600' N & 190' E of SW corner of
pad
Final 1 6 109.7 26.6 32.0 83.1 96
1899 700' N & 190' E of SW corner of
pad
Final 1 6 110.1 26.5 31.7 83.6 96
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0042
06/25/14
06/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
SOIL-LIME MIXTURE PULVERIZATION REPORT
Report Number:94141126.0043
Service Date:06/24/14 8901 Carpenter Frwy., Suite 100
Report Date:06/30/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Travel to the project site to perform testing/observation services as requested.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Moist
TEST LOCATION:Bldg. Pad D
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 500’ N & 100’ E of SW corner of pad 100 64
2 600’ N & 100’ E of SW corner of pad 100 62
3 700’ N & 100’ E of SW corner of pad 100 62
4 500’ N & 30’ E of SW corner of pad 100 64
5 600’ N & 20’ E of SW corner of pad 100 63
6 700’ N & 20’ E of SW corner of pad 100 64
7 500’ N & 190’ E of SW corner of pad 100 62
8 600’ N & 190’ E of SW corner of pad 100 62
9 700’ N & 190’ E of SW corner of pad 100 62
SOIL-LIME MIXTURE PULVERIZATION REPORT
Report Number:94141126.0044
Service Date:06/25/14 8901 Carpenter Frwy., Suite 100
Report Date:06/30/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Travel to the project site to perform testing/observation services as requested.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Moist
TEST LOCATION:Bldg. Pad B
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 20’ N & 20’ W of SE corner of pad 100 62
2 100’ N & 20’ W of SE corner of pad 100 64
3 200’ N & 20’ W of SE corner of pad 100 64
4 300’ N & 20’ W of SE corner of pad 100 62
5 50’ N & 100’ W of SE corner of pad 100 62
6 200’ N & 100’ E of SE corner of pad 100 63
7 300’ N & 100’ E of SE corner of pad 100 63
8 100’ N & 120’ W of SE corner of pad 100 64
9 260’ N & 120’ W of SE corner of pad 100 62
10 160’ N & 110’ W of SE corner of pad 100 63
SOIL- LIME MIXTURE PULVERIZATION REPORT
Report Number:94141126.0045
Service Date:06/19/14 8901 Carpenter Frwy., Suite 100
Report Date:06/26/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 2 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Dry
TEST LOCATION:Bldg. Pad C
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 20’ N & 30’ E of SW corner of pad 100 64
2 100’ N & 100’ E of SW corner of pad 100 66
3 200’ N & 160’ E of SW corner of pad 100 64
4 300’ N & 40’ E of SW corner of pad 100 62
5 400’ N & 100’ E of SW corner of pad 100 66
6 460’ N & 150’ E of SW corner of pad 100 64
7 400’ N & 20’ E of SW corner of pad 100 66
8 30’ N & 120’ E of SW corner of pad 100 63
9 200’ N & 50’ E of SW corner of pad 100 62
10 300’ N & 150’ E of SW corner of pad 100 64
11 200’ N & 100’ E of SW corner of pad 100 61
12 300’ N & 100’ E of SW corner of pad 100 63
13 100’ N & 150’ E of SW corner of pad 100 61
14 150’ N & 60’ E of SW corner of pad 100 64
SOIL- LIME MIXTURE PULVERIZATION REPORT
Report Number:94141126.0045
Service Date:06/19/14 8901 Carpenter Frwy., Suite 100
Report Date:06/26/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Travel to the project site to perform testing/observation services as requested.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 2 of 2 dgr
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
15 400’ N & 100’ E of SW corner of pad 100 63
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0047
06/27/14
06/27/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Building Pad B
1885 20' N & 20' E of SW corner of
pad
Final 1 6 111.4 30.7 38.1 80.7 93**
1886 50' N & 50' E of SW corner of
pad
Final 1 6 111.7 30.4 37.4 81.3 94**
1887 100' N & 50' E of SW corner of
pad
Final 1 6 113.2 30.5 36.9 82.7 95*
1888 200' N & 100' E of SW corner of
pad
Final 1 6 113.5 30.4 36.6 83.1 96*
Comments:
Datum:Serial No:
An asterisk (*) appears next to the test results which do not meet the project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 1
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0048
06/28/14
07/08/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad B
1900 RETEST OF TEST #1885 - 20'
N & 20' E of SW corner of pad
Final 1 6 110.8 26.6 31.6 84.2 97
1901 RETEST OF TEST #1886 - 50'
N & 50' E of SW corner of pad
Final 1 6 111.9 27.1 31.9 84.8 98
1902 RETEST OF TEST #1887 - 100'
N & 50' E of SW corner pad
Final 1 6 112.0 27.3 32.2 84.7 98
1903 RETEST OF TEST #1888 - 200'
N & 100' E of SW corner of pad
Final 1 6 108.5 26.2 31.8 82.3 95
1904 20' N & 120' E of SW corner of
pad
Final 1 6 110.2 26.7 32.0 83.5 96
1905 100' N & 120' E of SW corner of
pad
Final 1 6 109.9 26.8 32.2 83.1 96
1906 200' N & 20' E of SW corner of
pad
Final 1 6 110.7 26.7 31.8 84.0 97
1907 300' N & 20' E of SW corner of
pad
Final 1 6 110.4 26.5 31.6 83.9 97
1908 300' N & 110' E of SW corner of
pad
Final 1 6 111.6 27.0 31.9 84.6 97
1909 70' N & 80' E of SW corner of
pad
Final 1 6 111.0 26.5 31.4 84.5 97
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0048
06/28/14
07/08/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0049
06/30/14
07/08/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad D
1910 20' S & 20' E of NW corner of
pad
Final 1 6 112.1 27.3 32.2 84.8 98
1911 20' S & 110' E of NW corner of
pad
Final 1 6 110.7 26.8 31.9 83.9 97
Bldg. Pad B
1912 20' S & 20' E of NW corner of
pad
Final 1 6 111.3 26.7 31.6 84.6 97
1913 20' S & 10' E of NW corner of
pad
Final 1 6 111.0 26.9 32.0 84.1 97
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 1
GRADATION REPORT
Report Number:94141126.0052
Service Date:06/30/14 8901 Carpenter Frwy., Suite 100
Report Date:07/08/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Moist
TEST LOCATION:Bldg. Pad A
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 20’ N & 20’ W of SE corner of pad 100 64
2 100’ N & 100’ W of SE corner of pad 100 61
3 200’ N & 20’ W of SE corner of pad 100 63
4 200’ N & 110’ W of SE corner of pad 100 64
5 260’ N & 30’ W of SE corner of pad 100 63
6 260’ N & 110’ W of SE corner of pad 100 63
7 20’ N & 100’ W of SE corner of pad 100 64
8 100’ N & 20’ W of SE corner of pad 100 63
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0053
07/01/14
07/08/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
95-1/+3296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Bldg. Pad A
1914 20' N & 20' W of SE corner of
pad
Final 1 6 110.4 26.7 31.9 83.7 96
1915 100' N & 100' W of SE corner of
pad
Final 1 6 110.7 26.6 31.6 84.1 97
1916 200' N & 20' W of SE corner of
pad
Final 1 6 110.4 26.6 31.8 83.8 97
1917 200' N & 10' W of SE corner of
pad
Final 1 6 110.4 26.8 32.0 83.6 96
1918 260' N & 30' W of SE corner of
pad
Final 1 6 109.2 26.1 31.4 83.1 96
1919 260' N & 110' W of SE corner of
pad
Final 1 6 111.0 26.1 30.8 84.9 98
1920 20' N & 100' W of SE corner of
pad
Final 1 6 110.1 26.3 31.4 83.8 97
1921 100' N & 20' W of SE corner of
pad
Final 1 6 109.3 26.3 31.7 83.0 96
Storm Sewer Line B
1922 Sta. 5+00 40' BFG 2 117.4 23.3 24.8 94.1 98
1923 Sta. 5+00 32' BFG 2 6 116.9 23.1 24.6 93.8 98
1924 Sta. 5+00 24' BFG 2 6 117.8 23.5 24.9 94.3 98
1925 Sta. 5+00 16' BFG24'2 6 117.0 23.0 24.5 94.0 98
1926 Sta. 5+00 0.8' BFG 2 6 117.1 23.2 24.7 93.9 98
1927 Sta. 5+00 Final 2 6 117.2 23.0 24.4 94.2 98
1928 Sta. 7+00 40' BFG 2 6 118.1 23.1 24.3 95.0 99
1929 Sta. 7+00 32' BFG 2 6 117.6 22.8 24.0 94.8 99
1930 Sta. 7+00 24' BFG 2 6 117.1 22.5 23.8 94.6 98
1931 Sta. 7+00 16' BFG 2 6 117.8 22.9 24.1 94.9 99
1932 Sta. 7+00 0.8' BFG 2 6 117.8 23.1 24.4 94.7 98
1933 Sta. 7+00 Final 2 6 117.2 22.7 24.0 94.5 98
1934 Sta. 1+50 60' BFG 2 6 117.3 22.5 23.7 94.8 99
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0053
07/01/14
07/08/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
1935 Sta. 1+50 52' BFG 2 6 118.0 22.8 23.9 95.2 99
1936 Sta. 1+50 44' BFG 2 6 117.4 22.4 23.6 95.0 99
1937 Sta. 1+50 36' BFG 2 6 118.2 22.9 24.0 95.3 99
1938 Sta. 1+50 28' BFG 2 6 117.4 22.5 23.7 94.9 99
1939 Sta. 1+50 20' BFG 2 6 117.8 22.7 23.9 95.1 99
1940 Sta. 1+50 12' BFG 2 6 117.8 22.4 23.5 95.4 99
1941 Sta. 1+50 0.4' BFG 2 6 117.8 22.6 23.7 95.2 99
1942 Sta. 1+50 Final 2 6 117.9 22.9 24.1 95.0 99
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0056
07/07/14
07/16/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1557
1269
Plant:
Ticket No.:
P259
25890845
Field Test Data
Test
Air Content (%):
Result Specification
6 3/4 5-7
1.2 0-3
92
89
146.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/07/14 1700
Jonathan Baze
Cloudy, medium wind
50/50 10
0
0
Bldg. C, Piers at J/3, I/3 & H/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0055
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/14/14 7 42,220 5 3,360
1 2 4.00 12.57 08/04/14 28
1 3 4.00 12.57 08/04/14 28
1 4 4.00 12.57 08/04/14 28
1 5 4.00 12.57 09/01/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0056
07/07/14
08/05/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1557
1269
Plant:
Ticket No.:
P259
25890845
Field Test Data
Test
Air Content (%):
Result Specification
6 3/4 5-7
1.2 0-3
92
89
146.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/07/14 1700
Jonathan Baze
Cloudy, medium wind
50/50 10
0
0
Bldg. C, Piers at J/3, I/3 & H/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0055
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/14/14 7 42,220 5 3,360
1 2 4.00 12.57 08/04/14 28 53,360 4 4,250
1 3 4.00 12.57 08/04/14 28 54,250 4 4,320
1 4 4.00 12.57 08/04/14 28 53,580 5 4,260
Average (28 days) 4,280
1 5 4.00 12.57 09/01/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0056
07/07/14
09/02/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1557
1269
Plant:
Ticket No.:
P259
25890845
Field Test Data
Test
Air Content (%):
Result Specification
6 3/4 5-7
1.2 0-3
92
89
146.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/07/14 1700
Jonathan Baze
Cloudy, medium wind
50/50 10
0
0
Bldg. C, Piers at J/3, I/3 & H/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0055
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/14/14 7 42,220 5 3,360
1 2 4.00 12.57 08/04/14 28 53,360 4 4,250
1 3 4.00 12.57 08/04/14 28 54,250 4 4,320
1 4 4.00 12.57 08/04/14 28 53,580 5 4,260
Average (28 days) 4,280
1 5 4.00 12.57 09/01/14 56 56,240 2 4,480
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0058
07/08/14
07/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1719
1236
Plant:
Ticket No.:
P136
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
0.9 0-3
96
92
148.0
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/08/14 1800
Jonathan Baze
Partly cloudy
79/79 9
0
0
Piers O/3 & F/4; Bldg. DSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0057
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/15/14 7 38,470 5 3,060
1 2 4.00 12.57 08/05/14 28
1 3 4.00 12.57 08/05/14 28
1 4 4.00 12.57 08/05/14 28
1 5 4.00 12.57 09/02/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0058
07/08/14
08/06/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1719
1236
Plant:
Ticket No.:
P136
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
0.9 0-3
96
92
148.0
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/08/14 1800
Jonathan Baze
Partly cloudy
79/79 9
0
0
Piers O/3 & F/4; Bldg. DSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0057
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/15/14 7 38,470 5 3,060
1 2 4.00 12.57 08/05/14 28 53,560 2 4,260
1 3 4.00 12.57 08/05/14 28 52,730 4 4,200
1 4 4.00 12.57 08/05/14 28 51,730 3 4,120
Average (28 days) 4,190
1 5 4.00 12.57 09/02/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0058
07/08/14
09/03/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1719
1236
Plant:
Ticket No.:
P136
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
0.9 0-3
96
92
148.0
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/08/14 1800
Jonathan Baze
Partly cloudy
79/79 9
0
0
Piers O/3 & F/4; Bldg. DSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0057
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/15/14 7 38,470 5 3,060
1 2 4.00 12.57 08/05/14 28 53,560 2 4,260
1 3 4.00 12.57 08/05/14 28 52,730 4 4,200
1 4 4.00 12.57 08/05/14 28 51,730 3 4,120
Average (28 days) 4,190
1 5 4.00 12.57 09/02/14 56 57,530 3 4,580
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0061
07/09/14
07/18/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0851
1168
Plant:
Ticket No.:
P136
25892324
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
87
86
146.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/09/14 1000
Jonathan Baze
Clear & windy
10/20 10
20
0
Piers O/2, N/2 & M/2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0060
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/16/14 7 42,550 1 3,390
1 2 4.00 12.57 08/06/14 28
1 3 4.00 12.57 08/06/14 28
1 4 4.00 12.57 08/06/14 28
1 5 4.00 12.57 09/03/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0061
07/09/14
08/07/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0851
1168
Plant:
Ticket No.:
P136
25892324
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
87
86
146.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/09/14 1000
Jonathan Baze
Clear & windy
10/20 10
20
0
Piers O/2, N/2 & M/2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0060
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/16/14 7 42,550 1 3,390
1 2 4.00 12.57 08/06/14 28 61,520 3 4,900
1 3 4.00 12.57 08/06/14 28 56,370 2 4,490
1 4 4.00 12.57 08/06/14 28 55,450 3 4,410
Average (28 days) 4,600
1 5 4.00 12.57 09/03/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0061
07/09/14
09/04/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0851
1168
Plant:
Ticket No.:
P136
25892324
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
87
86
146.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/09/14 1000
Jonathan Baze
Clear & windy
10/20 10
20
0
Piers O/2, N/2 & M/2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0060
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/16/14 7 42,550 1 3,390
1 2 4.00 12.57 08/06/14 28 61,520 3 4,900
1 3 4.00 12.57 08/06/14 28 56,370 2 4,490
1 4 4.00 12.57 08/06/14 28 55,450 3 4,410
Average (28 days) 4,600
1 5 4.00 12.57 09/03/14 56 67,980 2 5,410
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0065
07/10/14
07/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0800
1286
Plant:
Ticket No.:
P259
25893354
Field Test Data
Test
Air Content (%):
Result Specification
6
90
85
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/10/14 1130
Jason Carrizales
Clear, hot
410/550 10
2
0
Piers B/2, D/2, & E/sSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0064,
dated 07/10/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/17/14 7 37,110 5 2,950
1 2 4.00 12.57 08/07/14 28
1 3 4.00 12.57 08/07/14 28
1 4 4.00 12.57 08/07/14 28
1 5 4.00 12.57 09/04/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0065
07/10/14
08/09/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0800
1286
Plant:
Ticket No.:
P259
25893354
Field Test Data
Test
Air Content (%):
Result Specification
6
90
85
152.0
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/10/14 1130
Jason Carrizales
Clear, hot
410/550 10
2
0
Piers B/2, D/2, & E/sSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0064,
dated 07/10/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/17/14 7 37,110 5 2,950
1 2 4.00 12.57 08/07/14 28 45,990 2 3,660
1 3 4.00 12.57 08/07/14 28 49,060 2 3,900
1 4 4.00 12.57 08/07/14 28 51,100 1 4,070
Average (28 days) 3,880
1 5 4.00 12.57 09/04/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0065
07/10/14
09/04/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0800
1286
Plant:
Ticket No.:
P259
25893354
Field Test Data
Test
Air Content (%):
Result Specification
6
90
85
152.0
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/10/14 1130
Jason Carrizales
Clear, hot
410/550 10
2
0
Piers B/2, D/2, & E/sSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0064,
dated 07/10/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/17/14 7 37,110 5 2,950
1 2 4.00 12.57 08/07/14 28 45,990 2 3,660
1 3 4.00 12.57 08/07/14 28 49,060 2 3,900
1 4 4.00 12.57 08/07/14 28 51,100 1 4,070
Average (28 days) 3,880
1 5 4.00 12.57 09/04/14 56 53,570 4 4,260
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0069
07/11/14
07/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1434
1292
Plant:
Ticket No.:
P136
25894980
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
1.0 0-3
91
93
149.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/11/14 1530
Jonathan Baze
Clear, windy
40/44 10
0
0
Piers J.2/4, I.7/4, & I/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0068,
dated 07/11/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/18/14 7 42,720 3 3,400
1 2 4.00 12.57 08/08/14 28
1 3 4.00 12.57 08/08/14 28
1 4 4.00 12.57 08/08/14 28
1 5 4.00 12.57 09/05/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0069
07/11/14
08/09/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1434
1292
Plant:
Ticket No.:
P136
25894980
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
1.0 0-3
91
93
149.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/11/14 1530
Jonathan Baze
Clear, windy
40/44 10
0
0
Piers J.2/4, I.7/4, & I/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0068,
dated 07/11/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/18/14 7 42,720 3 3,400
1 2 4.00 12.57 08/08/14 28 55,420 5 4,410
1 3 4.00 12.57 08/08/14 28 52,700 2 4,190
1 4 4.00 12.57 08/08/14 28 57,060 2 4,540
Average (28 days) 4,380
1 5 4.00 12.57 09/05/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0069
07/11/14
09/05/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1434
1292
Plant:
Ticket No.:
P136
25894980
Field Test Data
Test
Air Content (%):
Result Specification
6 1/2 5-7
1.0 0-3
91
93
149.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/11/14 1530
Jonathan Baze
Clear, windy
40/44 10
0
0
Piers J.2/4, I.7/4, & I/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0068,
dated 07/11/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/18/14 7 42,720 3 3,400
1 2 4.00 12.57 08/08/14 28 55,420 5 4,410
1 3 4.00 12.57 08/08/14 28 52,700 2 4,190
1 4 4.00 12.57 08/08/14 28 57,060 2 4,540
Average (28 days) 4,380
1 5 4.00 12.57 09/05/14 56 61,680 3 4,910
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0071
07/11/14
07/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3195.324.294141126.0001 Dark brown clay with trace sand ASTM D698
95-1/+3296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Storm Drain, Line A
1943 Sta. 6+50 1' BFG 1 6 117.0 24.4 26.3 92.6 97
1944 Sta. 6+50 Final 1 6 116.5 23.6 25.4 92.9 97
1945 Sta. 8+50 1' BFG 1 6 115.1 23.5 25.7 91.6 96
1946 Sta. 8+50 Final 1 6 115.4 23.0 24.9 92.4 97
1947 Sta. 10+50 1' BFG 1 6 116.8 23.5 25.2 93.3 98
1948 Sta. 10+50 Final 1 6 117.3 23.2 24.7 94.1 99
1949 Sta. 12+50 1' BFG 1 6 116.1 24.1 26.2 92.0 97
1950 Sta. 12+50 Final 1 6 117.6 24.2 25.9 93.4 98
1951 Sta. 14+50 1' BFG 1 6 117.8 24.0 25.6 93.8 98
1952 Sta. 14+50 Final 1 6 117.3 23.0 24.4 94.3 99
Line SS-1
1953 Sta. 1+00 8' BFG 2 6 114.8 23.0 25.0 91.8 95
1954 Sta. 1+00 7' BFG 2 6 116.4 23.9 25.8 92.5 96
1955 Sta. 1+00 6' BFG 2 6 115.7 23.6 25.6 92.1 96
1956 Sta. 1+00 5' BFG 2 6 116.7 23.1 24.7 93.6 97
1957 Sta. 1+00 4' BFG 2 6 116.3 21.8 23.1 94.5 98
1958 Sta. 1+00 3' BFG 2 6 117.0 23.1 24.6 93.9 98
1959 Sta. 1+00 2' BFG 2 6 115.8 22.1 23.6 93.7 97
1960 Sta. 1+00 1' BFG 2 6 118.4 23.3 24.5 95.1 99
1961 Sta. 1+00 Final 2 6 116.0 21.9 23.3 94.1 98
Comments:
Datum: BFG - Below final grade Serial No:37232
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0071
07/11/14
07/18/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Mike w/Structure Tone
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Homero Gonzalez
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0075
07/14/14
07/23/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0838
1269
Plant:
Ticket No.:
259
25895808
Field Test Data
Test
Air Content (%):
Result Specification
6
1.0
88
82
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/14/14 0940
Jason Carrizales
10/60 10
0
0
Piers @ G.6/4; H.3/4; G/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0073, dated 07/14/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/21/14 7 46,380 2 3,690
1 2 4.00 12.57 08/11/14 28
1 3 4.00 12.57 08/11/14 28
1 4 4.00 12.57 08/11/14 28
1 5 4.00 12.57 09/08/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0075
07/14/14
08/13/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0838
1269
Plant:
Ticket No.:
259
25895808
Field Test Data
Test
Air Content (%):
Result Specification
6
1.0
88
82
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/14/14 0940
Jason Carrizales
10/60 10
0
0
Piers @ G.6/4; H.3/4; G/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0073, dated 07/14/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/21/14 7 46,380 2 3,690
1 2 4.00 12.57 08/11/14 28 62,820 2 5,000
1 3 4.00 12.57 08/11/14 28 66,550 5 5,300
1 4 4.00 12.57 08/11/14 28 61,230 1 4,870
Average (28 days) 5,060
1 5 4.00 12.57 09/08/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0075
07/14/14
09/09/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0838
1269
Plant:
Ticket No.:
259
25895808
Field Test Data
Test
Air Content (%):
Result Specification
6
1.0
88
82
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/14/14 0940
Jason Carrizales
10/60 10
0
0
Piers @ G.6/4; H.3/4; G/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0073, dated 07/14/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/21/14 7 46,380 2 3,690
1 2 4.00 12.57 08/11/14 28 62,820 2 5,000
1 3 4.00 12.57 08/11/14 28 66,550 5 5,300
1 4 4.00 12.57 08/11/14 28 61,230 1 4,870
Average (28 days) 5,060
1 5 4.00 12.57 09/08/14 56 67,730 3 5,390
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0076
07/14/14
07/21/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
8" Sanitary Sewer, Line SS-1
1962 Sta. 2+00 8' BFG 1 6 115.9 22.4 24.0 93.5 97
1963 Sta. 2+00 7' BFG 1 6 115.7 22.7 24.4 93.0 97
1964 Sta. 2+00 6' BFG 1 6 115.3 22.7 24.5 92.6 96
1965 Sta. 2+00 5' BFG 1 6 116.2 22.4 23.9 93.8 98
1966 Sta. 2+00 4' BFG 1 6 116.4 22.2 23.6 94.2 98
1967 Sta. 2+00 3' BFG 1 6 116.9 22.1 23.3 94.8 99
1968 Sta. 4+00 8' BFG 1 6 115.8 22.3 23.9 93.5 97
1969 Sta. 4+00 7' BFG 1 6 115.9 22.8 24.5 93.1 97
1970 Sta. 4+00 6' BFG 1 6 115.0 22.9 24.9 92.1 96
1971 Sta. 4+00 5' BFG 1 6 115.1 22.7 24.6 92.4 96
1972 Sta. 4+00 4' BFG 1 6 115.3 22.2 23.8 93.1 97
1973 Sta. 4+00 3' BFG 1 6 116.0 22.1 23.5 93.9 98
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Superintendent
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Francisco J. Morillo
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 1
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0081
07/16/14
07/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-1/+3295.324.294141126.0001 Dark brown clay with trace sand ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
8" Sanitary Sewer Line SS-1
1974 Sta. 2+00 2' BFG 1 6 116.8 22.9 24.4 93.9 98
1975 Sta. 2+00 1' BFG 1 6 116.2 23.1 24.8 93.1 97
1976 Sta. 2+00 FG 1 6 118.7 22.7 23.6 96.0 100
1977 Sta. 4+00 2' BFG 1 6 116.3 22.7 24.2 93.6 97
1978 Sta. 4+00 1' BFG 1 6 117.0 22.5 23.8 94.5 98
1979 Sta. 4+00 FG 1 6 117.4 22.3 23.5 95.1 99
1980 Sta. 6+00 4' BFG 1 6 115.3 23.1 25.0 92.2 96
1981 Sta. 6+00 3' BFG 1 6 116.4 23.5 25.3 92.9 97
1982 Sta. 6+00 2' BFG 1 6 116.0 22.8 24.5 93.2 97
1983 Sta. 6+00 1' BFG 1 6 116.4 22.6 24.1 93.8 98
1984 Sta. 8+00 4' BFG 1 6 118.5 23.5 24.7 95.0 99
1985 Sta. 8+00 3' BFG 1 6 118.7 23.1 24.2 95.6 99
1986 Sta. 8+00 2' BFG 1 6 118.1 22.7 23.8 95.4 99
1987 Sta. 8+00 1' BFG 1 6 118.8 22.8 23.7 96.0 100
8" Water Line, Line W-2
1988 Sta. 19+00 3' BFG 2 6 116.3 23.3 25.0 93.0 98
1989 Sta. 19+00 2' BFG 2 6 115.7 23.4 25.4 92.3 97
1990 Sta. 19+00 1' BFG 2 6 114.2 22.7 24.8 91.5 96
1991 Sta. 17+00 3' BFG 2 6 114.2 23.3 25.6 90.9 95
1992 Sta. 17+00 2' BFG 2 6 115.0 23.4 25.5 91.6 96
1993 Sta. 17+00 1' BFG 2 6 115.0 23.0 25.0 92.0 97
1994 Sta. 15+00 3' BFG 2 6 115.8 23.4 25.3 92.4 97
1995 Sta. 15+00 2' BFG 2 6 116.2 23.0 24.7 93.2 98
1996 Sta. 15+00 1' BFG 2 6 116.4 22.9 24.5 93.5 98
1997 Sta. 13+00 3' BFG 2 6 116.2 23.3 25.1 92.9 97
1998 Sta. 13+00 2' BFG 2 6 117.1 23.1 24.6 94.0 99
1999 Sta. 13+00 1' BFG 2 6 118.1 23.1 24.3 95.0 100
2000 Sta. 11+00 3' BFG 2 6 116.6 23.6 25.4 93.0 98
2001 Sta. 11+00 2' BFG 2 6 117.2 23.4 24.9 93.8 98
2002 Sta. 11+00 1' BFG 2 6 117.4 23.1 24.5 94.3 99
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0081
07/16/14
07/22/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Superintendent
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Francisco J. Morillo
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0083
Service Date:07/16/14 8901 Carpenter Frwy., Suite 100
Report Date:07/23/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 sa
On this date, Terracon's representative arrived at the above referenced job site as scheduled for straight shaft pier observation. See the
attached sheet(s) for recorded data.
NOTE:Piers M/4, J.8/1, J.2/1, I.8/1, I.2/1, H.8/1 & H.2/1 were drilled down to the elevations where the underreams were to
be done. The drillers belling tool broke and wouldn’t be fixed at this time. Piers were backfilled and drilling was
cancelled.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0089
07/21/14
07/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0951
1283
Plant:
Ticket No.:
P259
25899836
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.2 0-3
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/21/14 1130
Jonathan Baze
Cloudy, medium winds
10/35 10
10
0
Piers J.2/1, J.8/1, & M/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0088,
dated 07/21/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/28/14 7 48,570 1 3,870
1 2 4.00 12.57 08/18/14 28
1 3 4.00 12.57 08/18/14 28
1 4 4.00 12.57 08/18/14 28
1 5 4.00 12.57 09/15/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0089
07/21/14
08/19/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0951
1283
Plant:
Ticket No.:
P259
25899836
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.2 0-3
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/21/14 1130
Jonathan Baze
Cloudy, medium winds
10/35 10
10
0
Piers J.2/1, J.8/1, & M/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0088,
dated 07/21/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/28/14 7 48,570 1 3,870
1 2 4.00 12.57 08/18/14 28 59,870 3 4,760
1 3 4.00 12.57 08/18/14 28 55,560 2 4,420
1 4 4.00 12.57 08/18/14 28 67,520 2 5,370
Average (28 days) 4,850
1 5 4.00 12.57 09/15/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0089
07/21/14
09/16/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0951
1283
Plant:
Ticket No.:
P259
25899836
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.2 0-3
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/21/14 1130
Jonathan Baze
Cloudy, medium winds
10/35 10
10
0
Piers J.2/1, J.8/1, & M/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0088,
dated 07/21/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/28/14 7 48,570 1 3,870
1 2 4.00 12.57 08/18/14 28 59,870 3 4,760
1 3 4.00 12.57 08/18/14 28 55,560 2 4,420
1 4 4.00 12.57 08/18/14 28 67,520 2 5,370
Average (28 days) 4,850
1 5 4.00 12.57 09/15/14 56 67,510 2 5,370
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0091
07/22/14
07/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1111
1264
Plant:
Ticket No.:
259
25900850
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
1.4 0-3
90
86
149.3
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/22/14 1230
Jonathan Baze
Clear
10/10 10
5
0
Piers @ K/2. 3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0090, dated 07/22/14, for
pier locations, and Pier Caps @ F/2, 3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/29/14 7 47,730 4 3,800
1 2 4.00 12.57 08/19/14 28
1 3 4.00 12.57 08/19/14 28
1 4 4.00 12.57 08/19/14 28
1 5 4.00 12.57 09/16/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0091
07/22/14
08/19/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1111
1264
Plant:
Ticket No.:
259
25900850
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
1.4 0-3
90
86
149.3
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/22/14 1230
Jonathan Baze
Clear
10/10 10
5
0
Piers @ K/2. 3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0090, dated 07/22/14, for
pier locations, and Pier Caps @ F/2, 3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/29/14 7 47,730 4 3,800
1 2 4.00 12.57 08/19/14 28 61,000 2 4,850
1 3 4.00 12.57 08/19/14 28 55,020 3 4,380
1 4 4.00 12.57 08/19/14 28 60,120 2 4,780
Average (28 days) 4,670
1 5 4.00 12.57 09/16/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0091
07/22/14
09/17/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1111
1264
Plant:
Ticket No.:
259
25900850
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
1.4 0-3
90
86
149.3
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/22/14 1230
Jonathan Baze
Clear
10/10 10
5
0
Piers @ K/2. 3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0090, dated 07/22/14, for
pier locations, and Pier Caps @ F/2, 3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/29/14 7 47,730 4 3,800
1 2 4.00 12.57 08/19/14 28 61,000 2 4,850
1 3 4.00 12.57 08/19/14 28 55,020 3 4,380
1 4 4.00 12.57 08/19/14 28 60,120 2 4,780
Average (28 days) 4,670
1 5 4.00 12.57 09/16/14 56 67,560 4 5,380
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
SAMPLE PICK-UP REPORT
Report Number:94141126.0092
Service Date:07/22/14 8901 Carpenter Frwy., Suite 100
Report Date:07/25/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Concrete cylinder pickup.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:5
Report No.:94141126.0088
No. of Cylinders:5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0093
07/22/14
07/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92 - 98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-1/+3296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing, Wastewater
2003 100' N & 5' W of SE corner of
pad
2.2' BFG 1 6 118.3 27.2 29.9 91.1 95
2004 100' N & 5' W of SE corner of
pad
1.4' BFG 1 6 119.1 27.8 30.4 91.3 95
2005 395' N & 100' W of SE corner of
pad
5' BFG 1 6 118.2 27.4 30.2 90.8 94
2006 395' N & 100' W of SE corner of
pad
4.2' BFG 1 6 118.3 27.3 30.0 91.0 95
2007 395' N & 100' W of SE corner of
pad
3.4' BFG 1 6 118.4 27.2 29.8 91.2 95
2008 395' N & 100' W of SE corner of
pad
2.6' BFG 1 6 118.3 27.4 30.1 90.9 94
2009 395' N & 100' W of SE corner of
pad
1.8' BFG 1 6 118.8 27.7 30.4 91.1 95
2010 395' N & 100' W of SE corner of
pad
1' BFG 1 6 118.9 27.6 30.2 91.3 95
Water Line, Line W-2
2011 Sta. 9+00 3' BFG 2 6 115.7 22.8 24.5 92.9 97
2012 Sta. 9+00 2.2' BFG 2 6 116.2 23.0 24.7 93.2 97
2013 Sta. 9+00 1.4' BFG 2 6 115.7 22.7 24.4 93.0 97
2014 Sta. 7+00 .6' BFG 2 6 116.1 23.1 24.8 93.0 97
2015 Sta. 7+00 3' BFG 2 6 115.6 22.8 24.6 92.8 96
2016 Sta. 7+00 2.2' BFG 2 6 116.7 23.3 24.9 93.4 97
2017 Sta. 7+00 1.4' BFG 2 6 116.8 23.1 24.7 93.7 97
2018 Sta. 7+00 .6' BFG 2 6 116.2 22.9 24.5 93.3 97
2019 Sta. 5+00 .3' BFG 2 6 115.9 22.9 24.6 93.0 97
2020 Sta. 5+00 2.2' BFG 2 6 116.6 22.8 24.3 93.8 98
2021 Sta. 5+00 1.4' BFG 2 6 116.7 23.1 24.7 93.6 97
2022 Sta. 5+00 .6' BFG 2 6 116.9 23.0 24.5 93.9 98
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0093
07/22/14
07/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Comments:
Datum:BFG - Below Final Grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0094
07/23/14
07/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92 - 98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2286.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
95-1/+3396.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing, Wastewater
2023 375' N & 100' W of SE corner of
pad
2' BFG 1 6 117.7 25.9 28.2 91.8 95
2024 375' N & 100' W of SE corner of
pad
Final 2 6 111.3 26.6 31.4 84.7 98
Water Line, Line W-2
2025 Sta. 3+00 3' BFG 3 6 117.4 23.3 24.8 94.1 98
2026 Sta. 3+00 2.2' BFG 3 6 117.0 23.1 24.6 93.9 98
2027 Sta. 3+00 1.4' BFG 3 6 117.7 23.5 24.9 94.2 98
2028 Sta. 3+00 .6' BFG 3 6 117.2 23.2 24.7 94.0 98
2029 Sta. 1+00 3' BFG 3 6 117.8 22.7 23.9 95.1 99
2030 Sta. 1+00 2.2' BFG 3 6 117.6 22.9 24.2 94.7 98
2031 Sta. 1+00 1.4' BFG 3 6 117.6 23.1 24.4 94.5 98
2032 Sta. 1+00 .6' BFG 3 6 117.6 22.8 24.1 94.8 99
Water Line, Line W-1
2033 Sta. 2+00 3' BFG 3 6 117.3 23.1 24.5 94.2 98
2034 Sta. 2+00 2.2' BFG 3 6 117.4 23.4 24.9 94.0 98
2035 Sta. 2+00 1.4' BFG 3 6 117.8 23.3 24.7 94.5 98
2036 Sta. 2+00 .6' BFG 3 6 117.3 23.0 24.4 94.3 98
2037 Sta. 4+00 3' BFG 3 6 117.2 22.6 23.9 94.6 98
2038 Sta. 4+00 2.2' BFG 3 6 117.7 22.9 24.2 94.8 99
2039 Sta. 4+00 1.4' BFG 3 6 117.2 22.7 24.0 94.5 98
2040 Sta. 4+00 .6' BFG 3 6 117.3 23.0 24.4 94.3 98
2041 Sta. 6+00 3' BFG 3 6 117.4 22.5 23.7 94.9 99
2042 Sta. 6+00 2.2' BFG 3 6 117.2 22.6 23.9 94.6 98
2043 Sta. 6+00 1.4' BFG 3 6 117.1 22.8 24.2 94.3 98
2044 Sta. 6+00 .6' BFG 3 6 117.2 22.7 24.0 94.5 98
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0094
07/23/14
07/29/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Comments:
Datum:BFG - Below Final Grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0096
07/23/14
08/01/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0822
1256
Plant:
Ticket No.:
P259
25901601
Field Test Data
Test
Air Content (%):
Result Specification
5 1/4 5-7
1.1 0-3
92
87
149.9
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/23/14 1015
Jonathan Baze
Clear, light winds
10/10 10
15
0
Piers G/2, & G/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0095,
dated 07/23/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/30/14 7 36,640 2 2,920
1 2 4.00 12.57 08/20/14 28
1 3 4.00 12.57 08/20/14 28
1 4 4.00 12.57 08/20/14 28
1 5 4.00 12.57 09/17/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0096
07/23/14
08/21/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0822
1256
Plant:
Ticket No.:
P259
25901601
Field Test Data
Test
Air Content (%):
Result Specification
5 1/4 5-7
1.1 0-3
92
87
149.9
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/23/14 1015
Jonathan Baze
Clear, light winds
10/10 10
15
0
Piers G/2, & G/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0095,
dated 07/23/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/30/14 7 36,640 2 2,920
1 2 4.00 12.57 08/20/14 28 47,230 3 3,760
1 3 4.00 12.57 08/20/14 28 45,570 4 3,630
1 4 4.00 12.57 08/20/14 28 46,450 2 3,700
Average (28 days) 3,700
1 5 4.00 12.57 09/17/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0096
07/23/14
09/19/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0822
1256
Plant:
Ticket No.:
P259
25901601
Field Test Data
Test
Air Content (%):
Result Specification
5 1/4 5-7
1.1 0-3
92
87
149.9
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/23/14 1015
Jonathan Baze
Clear, light winds
10/10 10
15
0
Piers G/2, & G/3Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0095,
dated 07/23/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/30/14 7 36,640 2 2,920
1 2 4.00 12.57 08/20/14 28 47,230 3 3,760
1 3 4.00 12.57 08/20/14 28 45,570 4 3,630
1 4 4.00 12.57 08/20/14 28 46,450 2 3,700
Average (28 days) 3,700
1 5 4.00 12.57 09/17/14 56 52,480 4 4,180
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
SAMPLE PICK-UP REPORT
Report Number:94141126.0097
Service Date:07/23/14 8901 Carpenter Frwy., Suite 100
Report Date:07/25/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Concrete cylinder pickup.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:5
Report No.:94141126.0091
No. of Cylinders:5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0098
07/24/14
07/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-2/+2186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
92 - 98>/= +4296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing, Wastewater
2045 150' N & 10' W of SE corner of
pad
Final 1 6 110.7 25.9 30.6 84.8 98
2046 550' N & 10' W of SE corner of
pad
8.0' BFG 2 6 118.2 26.5 28.9 91.7 95
2047 550' N & 10' W of SE corner of
pad
7.2' BFG 2 6 118.1 26.8 29.3 91.3 95
2048 550' N & 10' W of SE corner of
pad
6.4' BFG 2 6 117.4 26.4 29.0 91.0 95
2049 550' N & 10' W of SE corner of
pad
5.6' BFG 2 6 117.7 26.3 28.8 91.4 95
2050 550' N & 10' W of SE corner of
pad
4.8' BFG 2 6 118.3 26.7 29.1 91.6 95
2051 550' N & 10' W of SE corner of
pad
4.0' BFG 2 6 118.0 26.8 29.4 91.2 95
2052 550' N & 10' W of SE corner of
pad
3.2' BFG 2 6 118.2 26.7 29.2 91.5 95
Comments:
Datum:BFG = Below Final Grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0098
07/24/14
07/30/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0100
07/24/14
08/04/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1108
1181
Plant:
Ticket No.:
136
25902824
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.8
91
85
148.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/24/14 1157
Jason Carrizales
Clear
20/46 10
0
0
Pier @ L.4/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0099, date 07/24/14, for
pier location
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/31/14 7 60,750 3 4,830
1 2 4.00 12.57 08/21/14 28
1 3 4.00 12.57 08/21/14 28
1 4 4.00 12.57 08/21/14 28
1 5 4.00 12.57 09/18/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0100
07/24/14
08/22/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1108
1181
Plant:
Ticket No.:
136
25902824
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.8
91
85
148.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/24/14 1157
Jason Carrizales
Clear
20/46 10
0
0
Pier @ L.4/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0099, date 07/24/14, for
pier location
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/31/14 7 60,750 3 4,830
1 2 4.00 12.57 08/21/14 28 65,010 2 5,170
1 3 4.00 12.57 08/21/14 28 64,840 5 5,160
1 4 4.00 12.57 08/21/14 28 61,730 3 4,910
Average (28 days) 5,080
1 5 4.00 12.57 09/18/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0100
07/24/14
09/19/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1108
1181
Plant:
Ticket No.:
136
25902824
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.8
91
85
148.4
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/24/14 1157
Jason Carrizales
Clear
20/46 10
0
0
Pier @ L.4/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0099, date 07/24/14, for
pier location
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 07/31/14 7 60,750 3 4,830
1 2 4.00 12.57 08/21/14 28 65,010 2 5,170
1 3 4.00 12.57 08/21/14 28 64,840 5 5,160
1 4 4.00 12.57 08/21/14 28 61,730 3 4,910
Average (28 days) 5,080
1 5 4.00 12.57 09/18/14 56 68,270 3 5,430
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
SAMPLE PICK-UP REPORT
Report Number:94141126.0101
Service Date:07/24/14 8901 Carpenter Frwy., Suite 100
Report Date:07/29/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Concrete cylinder pickup.
Terracon Rep.: Jason Carrizales
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:5
Report No.:94141126.0096
No. of Cylinders:5
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0102
07/25/14
08/01/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
92-98>/= +4296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2386.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Water Line W-1
2053 Sta. 8+00 3' BFG 1 6 117.7 23.3 24.7 94.4 98
2054 Sta. 8+00 2.2' BFG 1 6 117.7 23.5 24.9 94.2 98
2055 Sta. 8+00 1.4' BFG 1 6 117.7 23.2 24.5 94.5 98
2056 Sta. 8+00 6' BFG 1 6 118.3 23.6 24.9 94.7 98
2057 Sta. 10+00 3' BFG 1 6 117.7 23.8 25.3 93.9 98
2058 Sta. 10+00 2.2' BFG 1 6 117.1 23.4 25.0 93.7 97
2059 Sta. 10+00 1.4' BFG 1 6 117.3 23.3 24.8 94.0 98
2060 Sta. 10+00 6' BFG 1 6 117.3 23.5 25.1 93.8 98
Interior Plumbing, Wastewater
2061 550' N & 10' W of the SE corner
of pad
2.4' BFG 2 6 118.3 26.9 29.4 91.4 95
2062 550' N & 10' W of the SE corner
of pad
1.6' BFG 2 6 117.5 26.5 29.1 91.0 95
2063 550' N & 10' W of the SE corner
of pad
0.8' BFG 2 6 118.1 26.3 28.7 91.8 95
2064 550' N & 10' W of the SE corner
of pad
Final 3 6 111.3 26.7 31.6 84.6 97
Comments:
Datum:BFG = below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0102
07/25/14
08/01/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0104
07/25/14
08/05/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0925
1390
Plant:
Ticket No.:
259
25903700
Field Test Data
Test
Air Content (%):
Result Specification
6
0.5
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/25/14 1100
Jason Carrizales
10/20 10
0
0
Pier @ C.5/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg B, Drilled Piers, see Foundation
Observations Report No.
94141126.0103, dated 07/25/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/01/14 7 30,190 2 2,400
1 2 4.00 12.57 08/22/14 28
1 3 4.00 12.57 08/22/14 28
1 4 4.00 12.57 08/22/14 28
1 5 4.00 12.57 09/19/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0104
07/25/14
08/25/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0925
1390
Plant:
Ticket No.:
259
25903700
Field Test Data
Test
Air Content (%):
Result Specification
6
0.5
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/25/14 1100
Jason Carrizales
10/20 10
0
0
Pier @ C.5/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg B, Drilled Piers, see Foundation
Observations Report No.
94141126.0103, dated 07/25/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/01/14 7 30,190 2 2,400
1 2 4.00 12.57 08/22/14 28 39,200 5 3,120
1 3 4.00 12.57 08/22/14 28 37,020 5 2,950
1 4 4.00 12.57 08/22/14 28 38,180 6 3,040
Average (28 days) 3,040
1 5 4.00 12.57 09/19/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0104
07/25/14
09/19/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0925
1390
Plant:
Ticket No.:
259
25903700
Field Test Data
Test
Air Content (%):
Result Specification
6
0.5
91
88
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/25/14 1100
Jason Carrizales
10/20 10
0
0
Pier @ C.5/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg B, Drilled Piers, see Foundation
Observations Report No.
94141126.0103, dated 07/25/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/01/14 7 30,190 2 2,400
1 2 4.00 12.57 08/22/14 28 39,200 5 3,120
1 3 4.00 12.57 08/22/14 28 37,020 5 2,950
1 4 4.00 12.57 08/22/14 28 38,180 6 3,040
Average (28 days) 3,040
1 5 4.00 12.57 09/19/14 56 43,720 5 3,480
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0107
07/28/14
08/05/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1607
1291
Plant:
Ticket No.:
259
25905355
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
1.0 0-3
92
93
149.1
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1730
Jonathan Baze
Clear, heavy winds
10/25 10
0
0
Piers @ A/2.1, 2.5, & 2.9Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0106, dated 07/28/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 44,380 5 3,530
1 2 4.00 12.57 08/25/14 28
1 3 4.00 12.57 08/25/14 28
1 4 4.00 12.57 08/25/14 28
1 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0107
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1607
1291
Plant:
Ticket No.:
259
25905355
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
1.0 0-3
92
93
149.1
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1730
Jonathan Baze
Clear, heavy winds
10/25 10
0
0
Piers @ A/2.1, 2.5, & 2.9Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0106, dated 07/28/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 44,380 5 3,530
1 2 4.00 12.57 08/25/14 28 52,900 3 4,210
1 3 4.00 12.57 08/25/14 28 53,350 2 4,250
1 4 4.00 12.57 08/25/14 28 55,690 1 4,430
Average (28 days) 4,300
1 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0107
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1607
1291
Plant:
Ticket No.:
259
25905355
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
1.0 0-3
92
93
149.1
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1730
Jonathan Baze
Clear, heavy winds
10/25 10
0
0
Piers @ A/2.1, 2.5, & 2.9Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0106, dated 07/28/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 44,380 5 3,530
1 2 4.00 12.57 08/25/14 28 52,900 3 4,210
1 3 4.00 12.57 08/25/14 28 53,350 2 4,250
1 4 4.00 12.57 08/25/14 28 55,690 1 4,430
Average (28 days) 4,300
1 5 4.00 12.57 09/22/14 56 58,460 2 4,650
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0108
Service Date:07/28/14 8901 Carpenter Frwy., Suite 100
Report Date:08/05/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Vincent Green
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 tp
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.2/Foundation Detail, dated 10/24/13
Locations/Items Observed:Building D, Slab-on-Grade @ A.2 – H/1.2 – 3
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0332
1267
Plant:
Ticket No.:
136, 236
25904411
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.7 0-3
95
85
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0423
Vincent Green
40/750 10
20
0
A.5/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 56,400 3 4,490
1 2 4.00 12.57 08/25/14 28
1 3 4.00 12.57 08/25/14 28
1 4 4.00 12.57 08/25/14 28
1 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0433
1423
Plant:
Ticket No.:
136, 236
25904455
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.5 0-3
97
85
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0507
Vincent Green
140/750 10
0
0
C.3/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/04/14 7 51,120 5 4,070
2 2 4.00 12.57 08/25/14 28
2 3 4.00 12.57 08/25/14 28
2 4 4.00 12.57 08/25/14 28
2 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0527
1184
Plant:
Ticket No.:
136, 236
25904490
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.4 0-3
96
84
150.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0626
Vincent Green
240/750 10
0
0
E.6/2.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/04/14 7 48,710 1 3,880
3 2 4.00 12.57 08/25/14 28
3 3 4.00 12.57 08/25/14 28
3 4 4.00 12.57 08/25/14 28
3 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1426
Plant:
Ticket No.:
136, 236
25904531
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.5 0-3
93
85
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0716
Vincent Green
340/750 10
0
0
F.5/1.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/04/14 7 55,410 2 4,410
4 2 4.00 12.57 08/25/14 28
4 3 4.00 12.57 08/25/14 28
4 4 4.00 12.57 08/25/14 28
4 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0745
1186
Plant:
Ticket No.:
136, 236
25904639
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.7 0-3
92
86
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0904
Vincent Green
440/750 10
0
0
G/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/04/14 7 52,150 2 4,150
5 2 4.00 12.57 08/25/14 28
5 3 4.00 12.57 08/25/14 28
5 4 4.00 12.57 08/25/14 28
5 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/06/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0932
1422
Plant:
Ticket No.:
136, 236
25904835
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
95
90
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1025
Vincent Green
540/640 10
10
0
G.9/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/04/14 7 56,630 1 4,510
6 2 4.00 12.57 08/25/14 28
6 3 4.00 12.57 08/25/14 28
6 4 4.00 12.57 08/25/14 28
6 5 4.00 12.57 09/22/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0332
1267
Plant:
Ticket No.:
136, 236
25904411
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.7 0-3
95
85
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0423
Vincent Green
40/750 10
20
0
A.5/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 56,400 3 4,490
1 2 4.00 12.57 08/25/14 28 60,950 2 4,850
1 3 4.00 12.57 08/25/14 28 63,160 1 5,030
1 4 4.00 12.57 08/25/14 28 64,400 2 5,130
Average (28 days) 5,000
1 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0433
1423
Plant:
Ticket No.:
136, 236
25904455
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.5 0-3
97
85
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0507
Vincent Green
140/750 10
0
0
C.3/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/04/14 7 51,120 5 4,070
2 2 4.00 12.57 08/25/14 28 62,400 3 4,970
2 3 4.00 12.57 08/25/14 28 62,000 2 4,930
2 4 4.00 12.57 08/25/14 28 61,520 2 4,900
Average (28 days) 4,930
2 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0527
1184
Plant:
Ticket No.:
136, 236
25904490
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.4 0-3
96
84
150.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0626
Vincent Green
240/750 10
0
0
E.6/2.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/04/14 7 48,710 1 3,880
3 2 4.00 12.57 08/25/14 28 61,850 3 4,920
3 3 4.00 12.57 08/25/14 28 61,350 2 4,880
3 4 4.00 12.57 08/25/14 28 58,070 3 4,620
Average (28 days) 4,810
3 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1426
Plant:
Ticket No.:
136, 236
25904531
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.5 0-3
93
85
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0716
Vincent Green
340/750 10
0
0
F.5/1.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/04/14 7 55,410 2 4,410
4 2 4.00 12.57 08/25/14 28 64,190 2 5,110
4 3 4.00 12.57 08/25/14 28 67,210 3 5,350
4 4 4.00 12.57 08/25/14 28 54,490 2 4,340
Average (28 days) 4,930
4 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0745
1186
Plant:
Ticket No.:
136, 236
25904639
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.7 0-3
92
86
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0904
Vincent Green
440/750 10
0
0
G/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/04/14 7 52,150 2 4,150
5 2 4.00 12.57 08/25/14 28 62,860 3 5,000
5 3 4.00 12.57 08/25/14 28 58,010 2 4,620
5 4 4.00 12.57 08/25/14 28 60,530 3 4,820
Average (28 days) 4,810
5 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0932
1422
Plant:
Ticket No.:
136, 236
25904835
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
95
90
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1025
Vincent Green
540/640 10
10
0
G.9/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/04/14 7 56,630 1 4,510
6 2 4.00 12.57 08/25/14 28 67,240 2 5,350
6 3 4.00 12.57 08/25/14 28 71,080 2 5,660
6 4 4.00 12.57 08/25/14 28 70,670 3 5,620
Average (28 days) 5,540
6 5 4.00 12.57 09/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0332
1267
Plant:
Ticket No.:
136, 236
25904411
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.7 0-3
95
85
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0423
Vincent Green
40/750 10
20
0
A.5/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/04/14 7 56,400 3 4,490
1 2 4.00 12.57 08/25/14 28 60,950 2 4,850
1 3 4.00 12.57 08/25/14 28 63,160 1 5,030
1 4 4.00 12.57 08/25/14 28 64,400 2 5,130
Average (28 days) 5,000
1 5 4.00 12.57 09/22/14 56 75,460 3 6,010
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0433
1423
Plant:
Ticket No.:
136, 236
25904455
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.5 0-3
97
85
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0507
Vincent Green
140/750 10
0
0
C.3/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/04/14 7 51,120 5 4,070
2 2 4.00 12.57 08/25/14 28 62,400 3 4,970
2 3 4.00 12.57 08/25/14 28 62,000 2 4,930
2 4 4.00 12.57 08/25/14 28 61,520 2 4,900
Average (28 days) 4,930
2 5 4.00 12.57 09/22/14 56 71,790 4 5,710
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0527
1184
Plant:
Ticket No.:
136, 236
25904490
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.4 0-3
96
84
150.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0626
Vincent Green
240/750 10
0
0
E.6/2.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/04/14 7 48,710 1 3,880
3 2 4.00 12.57 08/25/14 28 61,850 3 4,920
3 3 4.00 12.57 08/25/14 28 61,350 2 4,880
3 4 4.00 12.57 08/25/14 28 58,070 3 4,620
Average (28 days) 4,810
3 5 4.00 12.57 09/22/14 56 62,920 3 5,010
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1426
Plant:
Ticket No.:
136, 236
25904531
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
1.5 0-3
93
85
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0716
Vincent Green
340/750 10
0
0
F.5/1.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/04/14 7 55,410 2 4,410
4 2 4.00 12.57 08/25/14 28 64,190 2 5,110
4 3 4.00 12.57 08/25/14 28 67,210 3 5,350
4 4 4.00 12.57 08/25/14 28 54,490 2 4,340
Average (28 days) 4,930
4 5 4.00 12.57 09/22/14 56 74,580 4 5,940
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0745
1186
Plant:
Ticket No.:
136, 236
25904639
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.7 0-3
92
86
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 0904
Vincent Green
440/750 10
0
0
G/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/04/14 7 52,150 2 4,150
5 2 4.00 12.57 08/25/14 28 62,860 3 5,000
5 3 4.00 12.57 08/25/14 28 58,010 2 4,620
5 4 4.00 12.57 08/25/14 28 60,530 3 4,820
Average (28 days) 4,810
5 5 4.00 12.57 09/22/14 56 70,960 5 5,650
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0109
07/28/14
09/23/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0932
1422
Plant:
Ticket No.:
136, 236
25904835
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
95
90
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/28/14 1025
Vincent Green
540/640 10
10
0
G.9/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-H/1.2-3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/04/14 7 56,630 1 4,510
6 2 4.00 12.57 08/25/14 28 67,240 2 5,350
6 3 4.00 12.57 08/25/14 28 71,080 2 5,660
6 4 4.00 12.57 08/25/14 28 70,670 3 5,620
Average (28 days) 5,540
6 5 4.00 12.57 09/22/14 56 74,160 4 5,900
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0114
Service Date:07/29/14 8901 Carpenter Frwy., Suite 100
Report Date:08/05/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Vincent Green
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 sbv
PROJECT DATA
Drawings Utilized:Sheets/Details: S2.2/Foundation Details, dated 10/24/13
Locations/Items Observed:Building D, Slab-on-Grade @ H-O.9/1.2-3.0
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0339
1426
Plant:
Ticket No.:
136
25905437
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
87
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0420
Vincent Green
40/570 10
0
0
H.5/1.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 56,880 2 4,530
1 2 4.00 12.57 08/26/14 28
1 3 4.00 12.57 08/26/14 28
1 4 4.00 12.57 08/26/14 28
1 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0425
1191
Plant:
Ticket No.:
136
25905468
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.7 1-3
88
75
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0507
Vincent Green
130/570 10
0
0
J/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/05/14 7 59,160 3 4,710
2 2 4.00 12.57 08/26/14 28
2 3 4.00 12.57 08/26/14 28
2 4 4.00 12.57 08/26/14 28
2 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0523
1186
Plant:
Ticket No.:
136
25905526
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 1-3
88
73
153.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0606
Vincent Green
230/570 10
0
0
K.9/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/05/14 7 56,110 2 4,470
3 2 4.00 12.57 08/26/14 28
3 3 4.00 12.57 08/26/14 28
3 4 4.00 12.57 08/26/14 28
3 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0624
1426
Plant:
Ticket No.:
136
25905587
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 1-3
84
74
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14
Vincent Green
340/570 10
0
0
M.1/1.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/05/14 7 60,580 4 4,820
4 2 4.00 12.57 08/26/14 28
4 3 4.00 12.57 08/26/14 28
4 4 4.00 12.57 08/26/14 28
4 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0732
1191
Plant:
Ticket No.:
136
25905692
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
88
78
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0826
Vincent Green
450/570 10
0
0
N.6/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/05/14 7 61,700 2 4,910
5 2 4.00 12.57 08/26/14 28
5 3 4.00 12.57 08/26/14 28
5 4 4.00 12.57 08/26/14 28
5 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0832
1185
Plant:
Ticket No.:
136
25905764
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.5 1-3
89
80
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0918
Vincent Green
530/570 10
0
0
O.5/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/05/14 7 54,420 2 4,330
6 2 4.00 12.57 08/26/14 28
6 3 4.00 12.57 08/26/14 28
6 4 4.00 12.57 08/26/14 28
6 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0339
1426
Plant:
Ticket No.:
136
25905437
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
87
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0420
Vincent Green
40/570 10
0
0
H.5/1.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 56,880 2 4,530
1 2 4.00 12.57 08/26/14 28
1 3 4.00 12.57 08/26/14 28
1 4 4.00 12.57 08/26/14 28
1 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0425
1191
Plant:
Ticket No.:
136
25905468
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.7 1-3
88
75
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0507
Vincent Green
130/570 10
0
0
J/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/05/14 7 59,160 3 4,710
2 2 4.00 12.57 08/26/14 28
2 3 4.00 12.57 08/26/14 28
2 4 4.00 12.57 08/26/14 28
2 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0523
1186
Plant:
Ticket No.:
136
25905526
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 1-3
88
73
153.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0606
Vincent Green
230/570 10
0
0
K.9/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/05/14 7 56,110 2 4,470
3 2 4.00 12.57 08/26/14 28
3 3 4.00 12.57 08/26/14 28
3 4 4.00 12.57 08/26/14 28
3 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0624
1426
Plant:
Ticket No.:
136
25905587
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 1-3
84
74
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14
Vincent Green
340/570 10
0
0
M.1/1.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/05/14 7 60,580 4 4,820
4 2 4.00 12.57 08/26/14 28
4 3 4.00 12.57 08/26/14 28
4 4 4.00 12.57 08/26/14 28
4 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0732
1191
Plant:
Ticket No.:
136
25905692
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
88
78
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0826
Vincent Green
450/570 10
0
0
N.6/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/05/14 7 61,700 2 4,910
5 2 4.00 12.57 08/26/14 28
5 3 4.00 12.57 08/26/14 28
5 4 4.00 12.57 08/26/14 28
5 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0832
1185
Plant:
Ticket No.:
136
25905764
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.5 1-3
89
80
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0918
Vincent Green
530/570 10
0
0
O.5/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/05/14 7 54,420 2 4,330
6 2 4.00 12.57 08/26/14 28 65,830 4 5,240
6 3 4.00 12.57 08/26/14 28
6 4 4.00 12.57 08/26/14 28
6 5 4.00 12.57 09/23/14 56
Comments:Compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0339
1426
Plant:
Ticket No.:
136
25905437
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
87
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0420
Vincent Green
40/570 10
0
0
H.5/1.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 56,880 2 4,530
1 2 4.00 12.57 08/26/14 28 65,540 4 5,220
1 3 4.00 12.57 08/26/14 28 70,590 4 5,620
1 4 4.00 12.57 08/26/14 28 67,870 2 5,400
Average (28 days) 5,410
1 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0425
1191
Plant:
Ticket No.:
136
25905468
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.7 1-3
88
75
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0507
Vincent Green
130/570 10
0
0
J/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/05/14 7 59,160 3 4,710
2 2 4.00 12.57 08/26/14 28 71,070 5 5,660
2 3 4.00 12.57 08/26/14 28 69,420 4 5,520
2 4 4.00 12.57 08/26/14 28 67,680 2 5,390
Average (28 days) 5,520
2 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0523
1186
Plant:
Ticket No.:
136
25905526
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 1-3
88
73
153.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0606
Vincent Green
230/570 10
0
0
K.9/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/05/14 7 56,110 2 4,470
3 2 4.00 12.57 08/26/14 28 73,260 3 5,830
3 3 4.00 12.57 08/26/14 28 67,120 2 5,340
3 4 4.00 12.57 08/26/14 28 67,420 5 5,370
Average (28 days) 5,510
3 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0624
1426
Plant:
Ticket No.:
136
25905587
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 1-3
84
74
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14
Vincent Green
340/570 10
0
0
M.1/1.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/05/14 7 60,580 4 4,820
4 2 4.00 12.57 08/26/14 28 70,900 2 5,640
4 3 4.00 12.57 08/26/14 28 68,880 4 5,480
4 4 4.00 12.57 08/26/14 28 69,590 3 5,540
Average (28 days) 5,550
4 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0732
1191
Plant:
Ticket No.:
136
25905692
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
88
78
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0826
Vincent Green
450/570 10
0
0
N.6/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/05/14 7 61,700 2 4,910
5 2 4.00 12.57 08/26/14 28 74,610 4 5,940
5 3 4.00 12.57 08/26/14 28 72,990 2 5,810
5 4 4.00 12.57 08/26/14 28 72,060 5 5,730
Average (28 days) 5,830
5 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
08/27/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0832
1185
Plant:
Ticket No.:
136
25905764
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.5 1-3
89
80
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0918
Vincent Green
530/570 10
0
0
O.5/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/05/14 7 54,420 2 4,330
6 2 4.00 12.57 08/26/14 28 65,830 4 5,240
6 3 4.00 12.57 08/26/14 28 65,640 3 5,220
6 4 4.00 12.57 08/26/14 28 62,750 5 4,990
Average (28 days) 5,150
6 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0339
1426
Plant:
Ticket No.:
136
25905437
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
87
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0420
Vincent Green
40/570 10
0
0
H.5/1.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 56,880 2 4,530
1 2 4.00 12.57 08/26/14 28 65,540 4 5,220
1 3 4.00 12.57 08/26/14 28 70,590 4 5,620
1 4 4.00 12.57 08/26/14 28 67,870 2 5,400
Average (28 days) 5,410
1 5 4.00 12.57 09/23/14 56 75,720 4 6,030
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0425
1191
Plant:
Ticket No.:
136
25905468
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.7 1-3
88
75
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0507
Vincent Green
130/570 10
0
0
J/2.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/05/14 7 59,160 3 4,710
2 2 4.00 12.57 08/26/14 28 71,070 5 5,660
2 3 4.00 12.57 08/26/14 28 69,420 4 5,520
2 4 4.00 12.57 08/26/14 28 67,680 2 5,390
Average (28 days) 5,520
2 5 4.00 12.57 09/23/14 56 80,300 3 6,390
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0523
1186
Plant:
Ticket No.:
136
25905526
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 1-3
88
73
153.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0606
Vincent Green
230/570 10
0
0
K.9/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/05/14 7 56,110 2 4,470
3 2 4.00 12.57 08/26/14 28 73,260 3 5,830
3 3 4.00 12.57 08/26/14 28 67,120 2 5,340
3 4 4.00 12.57 08/26/14 28 67,420 5 5,370
Average (28 days) 5,510
3 5 4.00 12.57 09/23/14 56 68,760 2 5,470
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0624
1426
Plant:
Ticket No.:
136
25905587
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 1-3
84
74
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14
Vincent Green
340/570 10
0
0
M.1/1.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/05/14 7 60,580 4 4,820
4 2 4.00 12.57 08/26/14 28 70,900 2 5,640
4 3 4.00 12.57 08/26/14 28 68,880 4 5,480
4 4 4.00 12.57 08/26/14 28 69,590 3 5,540
Average (28 days) 5,550
4 5 4.00 12.57 09/23/14 56 78,150 5 6,220
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0732
1191
Plant:
Ticket No.:
136
25905692
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 1-3
88
78
152.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0826
Vincent Green
450/570 10
0
0
N.6/2.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/05/14 7 61,700 2 4,910
5 2 4.00 12.57 08/26/14 28 74,610 4 5,940
5 3 4.00 12.57 08/26/14 28 72,990 2 5,810
5 4 4.00 12.57 08/26/14 28 72,060 5 5,730
Average (28 days) 5,830
5 5 4.00 12.57 09/23/14 56 75,270 2 5,990
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0115
07/29/14
09/24/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P225P1
Redi-Mix
Material Information
0832
1185
Plant:
Ticket No.:
136
25905764
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.5 1-3
89
80
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 0918
Vincent Green
530/570 10
0
0
O.5/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
H-O.9/1.2-3.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/05/14 7 54,420 2 4,330
6 2 4.00 12.57 08/26/14 28 65,830 4 5,240
6 3 4.00 12.57 08/26/14 28 65,640 3 5,220
6 4 4.00 12.57 08/26/14 28 62,750 5 4,990
Average (28 days) 5,150
6 5 4.00 12.57 09/23/14 56 69,320 2 5,520
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0118
07/29/14
08/07/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1612
1199
Plant:
Ticket No.:
236
25906383
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.1 0-3
88
84
151.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 1700
Jonathan Baze
Cloudy, light winds
37/37 10
5
0
Piers E.4/1, & E.6/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0117,
dated 07/29/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 44,500 3 3,540
1 2 4.00 12.57 08/26/14 28
1 3 4.00 12.57 08/26/14 28
1 4 4.00 12.57 08/26/14 28
1 5 4.00 12.57 09/23/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0118
07/29/14
08/26/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1612
1199
Plant:
Ticket No.:
236
25906383
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.1 0-3
88
84
151.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 1700
Jonathan Baze
Cloudy, light winds
37/37 10
5
0
Piers E.4/1, & E.6/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0117,
dated 07/29/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 44,500 3 3,540
1 2 4.00 12.57 08/26/14 28 55,500 5 4,420
1 3 4.00 12.57 08/26/14 28 54,010 5 4,300
1 4 4.00 12.57 08/26/14 28 58,700 4 4,670
Average (28 days) 4,460
1 5 4.00 12.57 09/23/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0118
07/29/14
09/24/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1612
1199
Plant:
Ticket No.:
236
25906383
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.1 0-3
88
84
151.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/29/14 1700
Jonathan Baze
Cloudy, light winds
37/37 10
5
0
Piers E.4/1, & E.6/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0117,
dated 07/29/14, for Pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/05/14 7 44,500 3 3,540
1 2 4.00 12.57 08/26/14 28 55,500 5 4,420
1 3 4.00 12.57 08/26/14 28 54,010 5 4,300
1 4 4.00 12.57 08/26/14 28 58,700 4 4,670
Average (28 days) 4,460
1 5 4.00 12.57 09/23/14 56 69,880 2 5,560
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0120
07/29/14
08/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2286.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
95-1/+3396.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing Bldg. C Wastewater
2072 200' N & 10' E of SW corner of
pad
2' BFG 1 6 117.0 25.9 28.4 91.1 95
2073 200' N & 10' E of SW corner of
pad
1.2' BFG 1 6 117.0 25.7 28.2 91.3 95
2074 200' N & 10' E of SW corner of
pad
0.4' BFG 1 6 116.9 25.9 28.5 91.0 95
2075 200' N & 10' E of SW corner of
pad
Final 2 6 112.0 26.6 31.2 85.4 98
Storm Sewer Lot A-1
2076 Sta. 1+00 2' BFG 3 6 118.0 23.4 24.7 94.6 98
2077 Sta. 1+00 1.2' BFG 3 6 117.9 23.5 24.9 94.4 98
2078 Sta. 1+00 0.4' BFG 3 6 118.1 23.3 24.6 94.8 99
2079 Sta. 1+00 Final 3 6 118.2 23.7 25.1 94.5 98
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0120
07/29/14
08/05/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0121
Service Date:07/30/14 8901 Carpenter Frwy., Suite 100
Report Date:08/06/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Vincent Green
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 sbv
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.2/Foundation, dated 10/24/13
Locations/Items Observed:Building D, Slab-on-Grade @ A.2-E.5/3.0-4.8
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/08/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0337
1183
Plant:
Ticket No.:
259
25906457
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.4 0-3
89
75
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0450
Vincent Green
50/240 10
0
0
A.3/5.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/06/14 7 56,700 2 4,510
1 2 4.00 12.57 08/27/14 28
1 3 4.00 12.57 08/27/14 28
1 4 4.00 12.57 08/27/14 28
1 5 4.00 12.57 09/24/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/08/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0450
1190
Plant:
Ticket No.:
259
25906522
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.1 0-3
87
77
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0535
Vincent Green
160/240 10
0
0
B.9/4.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/06/14 7 50,170 4 3,990
2 2 4.00 12.57 08/27/14 28
2 3 4.00 12.57 08/27/14 28
2 4 4.00 12.57 08/27/14 28
2 5 4.00 12.57 09/24/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/08/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0623
1287
Plant:
Ticket No.:
259
25906606
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
88
78
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0713
Vincent Green
240/240 10
0
0
D.5/5.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/06/14 7 51,050 2 4,060
3 2 4.00 12.57 08/27/14 28
3 3 4.00 12.57 08/27/14 28
3 4 4.00 12.57 08/27/14 28
3 5 4.00 12.57 09/24/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/28/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0337
1183
Plant:
Ticket No.:
259
25906457
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.4 0-3
89
75
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0450
Vincent Green
50/240 10
0
0
A.3/5.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/06/14 7 56,700 2 4,510
1 2 4.00 12.57 08/27/14 28 71,180 4 5,660
1 3 4.00 12.57 08/27/14 28 72,300 2 5,750
1 4 4.00 12.57 08/27/14 28 69,230 3 5,510
Average (28 days) 5,640
1 5 4.00 12.57 09/24/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/28/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0450
1190
Plant:
Ticket No.:
259
25906522
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.1 0-3
87
77
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0535
Vincent Green
160/240 10
0
0
B.9/4.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/06/14 7 50,170 4 3,990
2 2 4.00 12.57 08/27/14 28 63,420 5 5,050
2 3 4.00 12.57 08/27/14 28 66,840 2 5,320
2 4 4.00 12.57 08/27/14 28 67,550 3 5,380
Average (28 days) 5,250
2 5 4.00 12.57 09/24/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
08/28/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0623
1287
Plant:
Ticket No.:
259
25906606
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
88
78
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0713
Vincent Green
240/240 10
0
0
D.5/5.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/06/14 7 51,050 2 4,060
3 2 4.00 12.57 08/27/14 28 58,950 5 4,690
3 3 4.00 12.57 08/27/14 28 64,030 2 5,100
3 4 4.00 12.57 08/27/14 28 62,000 5 4,930
Average (28 days) 4,910
3 5 4.00 12.57 09/24/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
09/25/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0337
1183
Plant:
Ticket No.:
259
25906457
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.4 0-3
89
75
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0450
Vincent Green
50/240 10
0
0
A.3/5.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/06/14 7 56,700 2 4,510
1 2 4.00 12.57 08/27/14 28 71,180 4 5,660
1 3 4.00 12.57 08/27/14 28 72,300 2 5,750
1 4 4.00 12.57 08/27/14 28 69,230 3 5,510
Average (28 days) 5,640
1 5 4.00 12.57 09/24/14 56 77,610 3 6,180
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
09/25/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0450
1190
Plant:
Ticket No.:
259
25906522
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.1 0-3
87
77
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0535
Vincent Green
160/240 10
0
0
B.9/4.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/06/14 7 50,170 4 3,990
2 2 4.00 12.57 08/27/14 28 63,420 5 5,050
2 3 4.00 12.57 08/27/14 28 66,840 2 5,320
2 4 4.00 12.57 08/27/14 28 67,550 3 5,380
Average (28 days) 5,250
2 5 4.00 12.57 09/24/14 56 68,870 2 5,480
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 3CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0122
07/30/14
09/25/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0623
1287
Plant:
Ticket No.:
259
25906606
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
88
78
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/30/14 0713
Vincent Green
240/240 10
0
0
D.5/5.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab-on-Grade @
A.2-E.5/3.0-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/06/14 7 51,050 2 4,060
3 2 4.00 12.57 08/27/14 28 58,950 5 4,690
3 3 4.00 12.57 08/27/14 28 64,030 2 5,100
3 4 4.00 12.57 08/27/14 28 62,000 5 4,930
Average (28 days) 4,910
3 5 4.00 12.57 09/24/14 56 80,880 3 6,440
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 3CR0001, 11-16-12, Rev.6
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0124
Service Date:07/30/14 8901 Carpenter Frwy., Suite 100
Report Date:08/06/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 sbv
On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. After
arriving at the job site, Terracon's representative was notified that the scheduled drilled belled pier observation was cancelled due to
weather.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0132
07/31/14
08/11/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1725
1426
Plant:
Ticket No.:
P136
25907617
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.6 0-3
86
77
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/31/14 1800
Jonathan Baze
Cloudy, windy
50/50 10
0
0
Piers G/2.2, & G/2.5Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0131,
dated 07/31/14, for pier information
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/07/14 7 29,650 2 2,360
1 2 4.00 12.57 08/28/14 28
1 3 4.00 12.57 08/28/14 28
1 4 4.00 12.57 08/28/14 28
1 5 4.00 12.57 09/25/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0132
07/31/14
08/29/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1725
1426
Plant:
Ticket No.:
P136
25907617
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.6 0-3
86
77
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/31/14 1800
Jonathan Baze
Cloudy, windy
50/50 10
0
0
Piers G/2.2, & G/2.5Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0131,
dated 07/31/14, for pier information
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/07/14 7 29,650 2 2,360
1 2 4.00 12.57 08/28/14 28 44,440 5 3,540
1 3 4.00 12.57 08/28/14 28 43,100 2 3,430
1 4 4.00 12.57 08/28/14 28 46,680 6 3,720
Average (28 days) 3,560
1 5 4.00 12.57 09/25/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0132
07/31/14
09/25/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1725
1426
Plant:
Ticket No.:
P136
25907617
Field Test Data
Test
Air Content (%):
Result Specification
5 1/2 5-7
1.6 0-3
86
77
147.6
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:07/31/14 1800
Jonathan Baze
Cloudy, windy
50/50 10
0
0
Piers G/2.2, & G/2.5Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observation Report #94141126.0131,
dated 07/31/14, for pier information
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/07/14 7 29,650 2 2,360
1 2 4.00 12.57 08/28/14 28 44,440 5 3,540
1 3 4.00 12.57 08/28/14 28 43,100 2 3,430
1 4 4.00 12.57 08/28/14 28 46,680 6 3,720
Average (28 days) 3,560
1 5 4.00 12.57 09/25/14 56 54,690 4 4,350
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0134
07/31/14
08/04/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2286.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing, Bldg. C, Wastewater
2065 240' N & 100' E of SW corner of
pad
3' BFG 1 6 118.0 27.5 30.4 90.5 94
2066 240' N & 100' E of SW corner of
pad
2.2' BFG 1 6 118.6 27.9 30.8 90.7 94
2067 240' N & 100' E of SW corner of
pad
1.4' BFG 1 6 118.1 27.7 30.6 90.4 94
2068 240' N & 100' E of SW corner of
pad
0.6' BFG 1 6 118.1 27.5 30.3 90.6 94
2069 240' N & 100' E of SW corner of
pad
Final 2 6 111.2 26.4 31.1 84.8 98
2070 400' N & 15' E of SW corner of
pad
3' BFG 1 6 119.2 28.1 30.9 91.1 95
2071 400' N & 15' E of SW corner of
pad
2.2' BFG 1 6 118.2 27.4 30.2 90.8 94
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 1
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0137
08/01/14
08/11/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0937
1420
Plant:
Ticket No.:
136
25908137
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.2 0-3
84
72
152.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/01/14 1045
Jonathan Baze
Cloudy, windy
10/40 10
0
0
Piers @ G/3.8, G/4, E.2/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0136, dated 08/01/14 for
pier locations; Bldg C, Pier Caps @
G/2 & G/3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/08/14 7 42,800 3 3,410
1 2 4.00 12.57 08/29/14 28
1 3 4.00 12.57 08/29/14 28
1 4 4.00 12.57 08/29/14 28
1 5 4.00 12.57 09/26/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0137
08/01/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0937
1420
Plant:
Ticket No.:
136
25908137
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.2 0-3
84
72
152.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/01/14 1045
Jonathan Baze
Cloudy, windy
10/40 10
0
0
Piers @ G/3.8, G/4, E.2/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0136, dated 08/01/14 for
pier locations; Bldg C, Pier Caps @
G/2 & G/3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/08/14 7 42,800 3 3,410
1 2 4.00 12.57 08/29/14 28 54,740 2 4,360
1 3 4.00 12.57 08/29/14 28 51,400 4 4,090
1 4 4.00 12.57 08/29/14 28 55,740 2 4,440
Average (28 days) 4,300
1 5 4.00 12.57 09/26/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0137
08/01/14
09/29/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0937
1420
Plant:
Ticket No.:
136
25908137
Field Test Data
Test
Air Content (%):
Result Specification
6 5-7
1.2 0-3
84
72
152.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/01/14 1045
Jonathan Baze
Cloudy, windy
10/40 10
0
0
Piers @ G/3.8, G/4, E.2/4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0136, dated 08/01/14 for
pier locations; Bldg C, Pier Caps @
G/2 & G/3
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/08/14 7 42,800 3 3,410
1 2 4.00 12.57 08/29/14 28 54,740 2 4,360
1 3 4.00 12.57 08/29/14 28 51,400 4 4,090
1 4 4.00 12.57 08/29/14 28 55,740 2 4,440
Average (28 days) 4,300
1 5 4.00 12.57 09/26/14 56 66,590 5 5,300
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0139
08/01/14
08/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2286.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
95-1/+3396.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Interior Plumbing Bldg. C
2080 400' N & 15' E of SW corner of
pad
1.4' BFG 1 6 118.2 26.5 28.9 91.7 95
2081 400' N & 15' E of SW corner of
pad
0.6' BFG 1 6 118.2 26.8 29.3 91.4 95
2082 400' N & 15' E of SW corner of
pad
Final 2 6 111.7 26.5 31.1 85.2 98
Water Fire Riser
2083 375' N & 30' W of SW corner of
Bldg. D
3' BFG 3 6 117.7 23.4 24.8 94.3 98
2084 375' N & 30' W of SW corner of
Bldg. D
2.2' BFG 3 6 117.0 23.0 24.5 94.0 98
2085 375' N & 30' W of SW corner of
Bldg. D
1.4' BFG 3 6 117.7 23.3 24.7 94.4 98
2086 375' N & 30' W of SW corner of
Bldg. D
0.6' BFG 3 6 117.5 23.4 24.9 94.1 98
2087 375' N & 30' W of SW corner of
Bldg. D
Final 3 6 117.9 23.2 24.5 94.7 98
2088 575' N & 30' W of SW corner of
Bldg. D
3' BFG 3 6 117.8 23.6 25.0 94.2 98
2089 575' N & 30' W of SW corner of
Bldg. D
2.2' BFG 3 6 118.1 23.5 24.8 94.6 98
2090 575' N & 30' W of SW corner of
Bldg. D
1.4' BFG 3 6 118.2 23.4 24.7 94.8 99
2091 575' N & 30' W of SW corner of
Bldg. D
0.6' BFG 3 6 118.2 23.7 25.1 94.5 98
2092 575' N & 30' W of SW corner of
Bldg. D
Final 3 6 118.3 23.6 24.9 94.7 98
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0139
08/01/14
08/06/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Comments:
Datum: BFG - Below final grade Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0140
Service Date:08/01/14 8901 Carpenter Frwy., Suite 100
Report Date:08/06/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 tp
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.1/Concrete Note, dated 10/24/13
Locations/Items Observed:Building D, Slab-on-Grade @ A.1 – M/3.0 – 4.9
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0342
1185
Plant:
Ticket No.:25908715
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
85
69
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0431
Vincent Green
40/700 10
10
0
E.6/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/09/14 7 53,650 5 4,270
1 2 4.00 12.57 08/30/14 28
1 3 4.00 12.57 08/30/14 28
1 4 4.00 12.57 08/30/14 28
1 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0437
1413
Plant:
Ticket No.:25908731
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
87
69
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0536
Vincent Green
130/700 10
0
0
F.5/4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/09/14 7 52,040 4 4,140
2 2 4.00 12.57 08/30/14 28
2 3 4.00 12.57 08/30/14 28
2 4 4.00 12.57 08/30/14 28
2 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0543
1184
Plant:
Ticket No.:25908753
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.4 0-3
83
68
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0630
Vincent Green
230/700 10
0
0
G.1/4.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/09/14 7 64,560 5 5,140
3 2 4.00 12.57 08/30/14 28
3 3 4.00 12.57 08/30/14 28
3 4 4.00 12.57 08/30/14 28
3 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0654
1429
Plant:
Ticket No.:25908782
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.7 0-3
84
68
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0735
Vincent Green
330/700 10
0
0
H.5/3.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/09/14 7 55,650 2 4,430
4 2 4.00 12.57 08/30/14 28
4 3 4.00 12.57 08/30/14 28
4 4 4.00 12.57 08/30/14 28
4 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0804
1237
Plant:
Ticket No.:25908826
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.1 0-3
89
71
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14
Vincent Green
430/700 10
10
0
I.9/4.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/09/14 7 47,850 5 3,810
5 2 4.00 12.57 08/30/14 28
5 3 4.00 12.57 08/30/14 28
5 4 4.00 12.57 08/30/14 28
5 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
08/12/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0909
1413
Plant:
Ticket No.:25908889
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
0.3 0-3
90
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 1020
Vincent Green
540/700 10
0
0
J.7/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/09/14 7 50,880 3 4,050
6 2 4.00 12.57 08/30/14 28
6 3 4.00 12.57 08/30/14 28
6 4 4.00 12.57 08/30/14 28
6 5 4.00 12.57 09/27/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0342
1185
Plant:
Ticket No.:25908715
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
85
69
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0431
Vincent Green
40/700 10
10
0
E.6/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/09/14 7 53,650 5 4,270
1 2 4.00 12.57 08/30/14 28 67,220 4 5,350
1 3 4.00 12.57 08/30/14 28 64,900 2 5,170
1 4 4.00 12.57 08/30/14 28 69,250 2 5,510
Average (28 days) 5,340
1 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0437
1413
Plant:
Ticket No.:25908731
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
87
69
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0536
Vincent Green
130/700 10
0
0
F.5/4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/09/14 7 52,040 4 4,140
2 2 4.00 12.57 08/30/14 28 64,660 4 5,150
2 3 4.00 12.57 08/30/14 28 67,970 3 5,410
2 4 4.00 12.57 08/30/14 28 65,640 5 5,220
Average (28 days) 5,260
2 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0543
1184
Plant:
Ticket No.:25908753
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.4 0-3
83
68
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0630
Vincent Green
230/700 10
0
0
G.1/4.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/09/14 7 64,560 5 5,140
3 2 4.00 12.57 08/30/14 28 68,240 4 5,430
3 3 4.00 12.57 08/30/14 28 68,890 2 5,480
3 4 4.00 12.57 08/30/14 28 65,960 5 5,250
Average (28 days) 5,390
3 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0654
1429
Plant:
Ticket No.:25908782
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.7 0-3
84
68
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0735
Vincent Green
330/700 10
0
0
H.5/3.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/09/14 7 55,650 2 4,430
4 2 4.00 12.57 08/30/14 28 66,550 4 5,300
4 3 4.00 12.57 08/30/14 28 72,430 2 5,760
4 4 4.00 12.57 08/30/14 28 69,570 3 5,540
Average (28 days) 5,530
4 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0804
1237
Plant:
Ticket No.:25908826
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.1 0-3
89
71
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14
Vincent Green
430/700 10
10
0
I.9/4.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/09/14 7 47,850 5 3,810
5 2 4.00 12.57 08/30/14 28 62,030 4 4,940
5 3 4.00 12.57 08/30/14 28 60,840 5 4,840
5 4 4.00 12.57 08/30/14 28 58,420 3 4,650
Average (28 days) 4,810
5 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/02/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0909
1413
Plant:
Ticket No.:25908889
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
0.3 0-3
90
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 1020
Vincent Green
540/700 10
0
0
J.7/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/09/14 7 50,880 3 4,050
6 2 4.00 12.57 08/30/14 28 64,470 2 5,130
6 3 4.00 12.57 08/30/14 28 62,200 3 4,950
6 4 4.00 12.57 08/30/14 28 62,580 4 4,980
Average (28 days) 5,020
6 5 4.00 12.57 09/27/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0342
1185
Plant:
Ticket No.:25908715
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.9 0-3
85
69
152.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0431
Vincent Green
40/700 10
10
0
E.6/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/09/14 7 53,650 5 4,270
1 2 4.00 12.57 08/30/14 28 67,220 4 5,350
1 3 4.00 12.57 08/30/14 28 64,900 2 5,170
1 4 4.00 12.57 08/30/14 28 69,250 2 5,510
Average (28 days) 5,340
1 5 4.00 12.57 09/27/14 56 79,700 3 6,340
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0437
1413
Plant:
Ticket No.:25908731
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
87
69
148.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0536
Vincent Green
130/700 10
0
0
F.5/4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/09/14 7 52,040 4 4,140
2 2 4.00 12.57 08/30/14 28 64,660 4 5,150
2 3 4.00 12.57 08/30/14 28 67,970 3 5,410
2 4 4.00 12.57 08/30/14 28 65,640 5 5,220
Average (28 days) 5,260
2 5 4.00 12.57 09/27/14 56 73,090 2 5,820
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0543
1184
Plant:
Ticket No.:25908753
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
0.4 0-3
83
68
151.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0630
Vincent Green
230/700 10
0
0
G.1/4.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/09/14 7 64,560 5 5,140
3 2 4.00 12.57 08/30/14 28 68,240 4 5,430
3 3 4.00 12.57 08/30/14 28 68,890 2 5,480
3 4 4.00 12.57 08/30/14 28 65,960 5 5,250
Average (28 days) 5,390
3 5 4.00 12.57 09/27/14 56 72,520 2 5,770
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0654
1429
Plant:
Ticket No.:25908782
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.7 0-3
84
68
150.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 0735
Vincent Green
330/700 10
0
0
H.5/3.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/09/14 7 55,650 2 4,430
4 2 4.00 12.57 08/30/14 28 66,550 4 5,300
4 3 4.00 12.57 08/30/14 28 72,430 2 5,760
4 4 4.00 12.57 08/30/14 28 69,570 3 5,540
Average (28 days) 5,530
4 5 4.00 12.57 09/27/14 56 73,570 3 5,860
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0804
1237
Plant:
Ticket No.:25908826
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
0.1 0-3
89
71
153.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14
Vincent Green
430/700 10
10
0
I.9/4.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/09/14 7 47,850 5 3,810
5 2 4.00 12.57 08/30/14 28 62,030 4 4,940
5 3 4.00 12.57 08/30/14 28 60,840 5 4,840
5 4 4.00 12.57 08/30/14 28 58,420 3 4,650
Average (28 days) 4,810
5 5 4.00 12.57 09/27/14 56 70,540 3 5,610
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 6CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0141
08/02/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0909
1413
Plant:
Ticket No.:25908889
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
0.3 0-3
90
75
152.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/02/14 1020
Vincent Green
540/700 10
0
0
J.7/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
E.5-K.5/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/09/14 7 50,880 3 4,050
6 2 4.00 12.57 08/30/14 28 64,470 2 5,130
6 3 4.00 12.57 08/30/14 28 62,200 3 4,950
6 4 4.00 12.57 08/30/14 28 62,580 4 4,980
Average (28 days) 5,020
6 5 4.00 12.57 09/27/14 56 75,620 2 6,020
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Vincent Green
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 6CR0001, 11-16-12, Rev.6
GRADATION REPORT
Report Number:94141126.0143
Service Date:08/02/14 8901 Carpenter Frwy., Suite 100
Report Date:08/06/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001, 9-28-10, Rev.8 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
Sample Condition: Field Moist
TEST LOCATION:Fire Lane, W of Bldg. D
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 50’ N & 20’ W of SE corner 100 65
2 150’ N & 10’ W of SE corner 100 63
3 250’ N & 30’ W of SE corner 100 65
4 350’ N & 20’ W of SE corner 100 65
5 450’ N & 10’ W of SE corner 100 64
6 550’ N & 30’ W of SE corner 100 65
7 650’ N & 20’ W of SE corner 100 64
8 700’ N & 10’ W of SE corner 100 63
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0144
08/04/14
08/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Fire Lane W of Bldg. D
2093 50' N & 20' W of SE corner Final 1 6 111.0 26.8 31.8 84.2 97
2094 150' N & 10' W of SE corner Final 1 6 109.9 26.2 31.3 83.7 96
2095 250' N & 30' W of SE corner Final 1 6 109.9 26.4 31.6 83.5 96
2096 350' N & 20' W of SE corner Final 1 6 111.0 27.0 32.2 84.0 97
2097 450' N & 10' W of SE cornre Final 1 6 110.6 26.8 32.0 83.8 97
2098 550' N & 30' W of SE corner Final 1 6 110.1 26.5 31.7 83.6 96
2099 650' N & 20' W of SE corner Final 1 6 110.4 26.8 32.0 83.6 96
2100 700' N & 10' W of SE corner Final 1 6 110.3 26.2 31.2 84.1 97
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 1
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0145
Service Date:08/04/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Daniel Duran
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 tp
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.2/Building D, 01 Foundation Plan, dated 10/24/13
Locations/Items Observed:Building D, Slab-on-Grade @ K.5 – 0.9/3 – 4.8
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0417
1425
Plant:
Ticket No.:
P136
25909031
Field Test Data
Test
Air Content (%):
Result Specification
3 3/4 3-5
1.1 0-3
87
77
151.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0455
Daniel Duran
Clear
80/330 10
0
0
O.7/4.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 60,620 3 4,820
1 2 4.00 12.57 09/01/14 28
1 3 4.00 12.57 09/01/14 28
1 4 4.00 12.57 09/01/14 28
1 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0451
1176
Plant:
Ticket No.:
P136
25909066
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.4 0-3
88
76
151.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0540
Daniel Duran
Clear
150/330 10
0
0
N.4/4.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/11/14 7 60,430 2 4,810
2 2 4.00 12.57 09/01/14 28
2 3 4.00 12.57 09/01/14 28
2 4 4.00 12.57 09/01/14 28
2 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1452
Plant:
Ticket No.:
P136
25909132
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.6 0-3
86
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0707
Daniel Duran
Clear
250/330 10
0
0
M/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/11/14 7 54,720 4 4,350
3 2 4.00 12.57 09/01/14 28
3 3 4.00 12.57 09/01/14 28
3 4 4.00 12.57 09/01/14 28
3 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0700
1176
Plant:
Ticket No.:
P136
25909199
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.2 0-3
88
76
150.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0750
Daniel Duran
Clear
300/330 10
10
0
L.2/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/11/14 7 53,210 5 4,230
4 2 4.00 12.57 09/01/14 28
4 3 4.00 12.57 09/01/14 28
4 4 4.00 12.57 09/01/14 28
4 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0417
1425
Plant:
Ticket No.:
P136
25909031
Field Test Data
Test
Air Content (%):
Result Specification
3 3/4 3-5
1.1 0-3
87
77
151.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0455
Daniel Duran
Clear
80/330 10
0
0
O.7/4.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 60,620 3 4,820
1 2 4.00 12.57 09/01/14 28 72,970 2 5,810
1 3 4.00 12.57 09/01/14 28 70,140 3 5,580
1 4 4.00 12.57 09/01/14 28 72,800 2 5,790
Average (28 days) 5,730
1 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0451
1176
Plant:
Ticket No.:
P136
25909066
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.4 0-3
88
76
151.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0540
Daniel Duran
Clear
150/330 10
0
0
N.4/4.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/11/14 7 60,430 2 4,810
2 2 4.00 12.57 09/01/14 28 71,610 2 5,700
2 3 4.00 12.57 09/01/14 28 68,860 2 5,480
2 4 4.00 12.57 09/01/14 28 70,750 3 5,630
Average (28 days) 5,600
2 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1452
Plant:
Ticket No.:
P136
25909132
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.6 0-3
86
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0707
Daniel Duran
Clear
250/330 10
0
0
M/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/11/14 7 54,720 4 4,350
3 2 4.00 12.57 09/01/14 28 70,160 3 5,580
3 3 4.00 12.57 09/01/14 28 69,400 2 5,520
3 4 4.00 12.57 09/01/14 28 70,160 2 5,580
Average (28 days) 5,560
3 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0700
1176
Plant:
Ticket No.:
P136
25909199
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.2 0-3
88
76
150.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0750
Daniel Duran
Clear
300/330 10
10
0
L.2/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/11/14 7 53,210 5 4,230
4 2 4.00 12.57 09/01/14 28 68,410 3 5,440
4 3 4.00 12.57 09/01/14 28 68,700 2 5,470
4 4 4.00 12.57 09/01/14 28 68,660 4 5,460
Average (28 days) 5,460
4 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0417
1425
Plant:
Ticket No.:
P136
25909031
Field Test Data
Test
Air Content (%):
Result Specification
3 3/4 3-5
1.1 0-3
87
77
151.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0455
Daniel Duran
Clear
80/330 10
0
0
O.7/4.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 60,620 3 4,820
1 2 4.00 12.57 09/01/14 28 72,970 2 5,810
1 3 4.00 12.57 09/01/14 28 70,140 3 5,580
1 4 4.00 12.57 09/01/14 28 72,800 2 5,790
Average (28 days) 5,730
1 5 4.00 12.57 09/29/14 56 74,350 1 5,920
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0451
1176
Plant:
Ticket No.:
P136
25909066
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.4 0-3
88
76
151.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0540
Daniel Duran
Clear
150/330 10
0
0
N.4/4.7Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/11/14 7 60,430 2 4,810
2 2 4.00 12.57 09/01/14 28 71,610 2 5,700
2 3 4.00 12.57 09/01/14 28 68,860 2 5,480
2 4 4.00 12.57 09/01/14 28 70,750 3 5,630
Average (28 days) 5,600
2 5 4.00 12.57 09/29/14 56 73,280 4 5,830
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0616
1452
Plant:
Ticket No.:
P136
25909132
Field Test Data
Test
Air Content (%):
Result Specification
4 1/4 3-5
1.6 0-3
86
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0707
Daniel Duran
Clear
250/330 10
0
0
M/3.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/11/14 7 54,720 4 4,350
3 2 4.00 12.57 09/01/14 28 70,160 3 5,580
3 3 4.00 12.57 09/01/14 28 69,400 2 5,520
3 4 4.00 12.57 09/01/14 28 70,160 2 5,580
Average (28 days) 5,560
3 5 4.00 12.57 09/29/14 56 72,060 5 5,730
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0146
08/04/14
09/30/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0700
1176
Plant:
Ticket No.:
P136
25909199
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.2 0-3
88
76
150.2
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0750
Daniel Duran
Clear
300/330 10
10
0
L.2/3.9Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg D, Slab-on-Grade @
K.5-O.9/3-4.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/11/14 7 53,210 5 4,230
4 2 4.00 12.57 09/01/14 28 68,410 3 5,440
4 3 4.00 12.57 09/01/14 28 68,700 2 5,470
4 4 4.00 12.57 09/01/14 28 68,660 4 5,460
Average (28 days) 5,460
4 5 4.00 12.57 09/29/14 56 71,680 4 5,700
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0147
Service Date:08/04/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 tp
On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the
attached sheet(s) for recorded data.
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building A Report No.: 94141126.0147
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/04/14
Project No.: 94141126 Technician: J. Baze
Driller: Auger Page: 1 of 2
Pier Identification F/1 E.5/1 E.2/1 D.8/1 C.2/1 B.8/1 B.4/1 B/1 A/3.8
Pier Diameter (in.)24 24 24 24 24 24 24 24 24
Bell Diameter (in.)72 72 72 72 72 72 72 72 72
Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A
Req. Depth from Exist. Grade (ft)15.8 15.8 15.8 15.8 15.8 15.8 15.8 15.8 15.8
Initial Depth of Pier from Existing Grade
(ft)15.5 16.2 15.5 16.0 15.3 16.8 15.2 16.6 17.5
Final Depth of Pier from Existing Grade
(ft)17.8 20.0 15.8 16.0 16.4 17.0 15.8 16.6 20.8
Depth from Top of Concrete (ft)17.9 20.0 15.8 16.0 16.6 17.2 16.0 16.8 20.8
Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#)6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.)17.4 19.5 15.3 15.5 16.1 16.7 15.5 16.3 20.3
Time Drilling was Completed 08:25 09:15 09:15 10:00 10:15 11:00 11:40 12:15 15:00
Time Concrete was Placed 09:30 09:40 10:15 10:50 11:40 11:50 14:30 14:45 18:30
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building A Report No.: 94141126.0147
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/04/14
Project No.: 94141126 Technician: J. Baze
Driller: Auger Page: 2 of 2
Pier Identification A/3.4 A/2.9 A/2.5 A/2.2
Pier Diameter (in.)24 24 24 24
Bell Diameter (in.)72 72 72 72
Top of Pier Elevation (ft)N/A N/A N/A N/A
Req. Depth from Exist. Grade (ft)15.8 15.8 15.8 15.8
Initial Depth of Pier from Existing Grade
(ft)15.5 16.0 16.2 15.6
Final Depth of Pier from Existing Grade
(ft)15.9 16.5 16.6 17.6
Depth from Top of Concrete (ft)15.9 16.5 16.6 17.6
Condition of Bottom (wet or dry)Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A
Cased Depth (ft)N/A N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6 6
Reinforcing Bar Size (#)6 6 6 6
Length of Vertical Bars (ft.)15.4 16.0 16.1 17.1
Time Drilling was Completed 15:40 16:15 16:45 17:20
Time Concrete was Placed 17:40 17:50 18:00 18:40
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0148
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1654
1459
Plant:
Ticket No.:
136
25909911
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
92
93
150.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 1810
Jonathan Baze
Clear, windy
50/50 10
0
0
Piers @ A/1.6 & A/2.2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0147 & 94141126.0154.
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 29,400 5 2,340
1 2 4.00 12.57 09/01/14 28
1 3 4.00 12.57 09/01/14 28
1 4 4.00 12.57 09/01/14 28
1 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0148
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1654
1459
Plant:
Ticket No.:
136
25909911
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
92
93
150.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 1810
Jonathan Baze
Clear, windy
50/50 10
0
0
Piers @ A/1.6 & A/2.2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0147 & 94141126.0154.
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 29,400 5 2,340
1 2 4.00 12.57 09/01/14 28 50,480 3 4,020
1 3 4.00 12.57 09/01/14 28 48,510 2 3,860
1 4 4.00 12.57 09/01/14 28 45,340 1 3,610
Average (28 days) 3,830
1 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0148
08/04/14
09/29/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
1654
1459
Plant:
Ticket No.:
136
25909911
Field Test Data
Test
Air Content (%):
Result Specification
7 5-7
1.2 0-3
92
93
150.8
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 1810
Jonathan Baze
Clear, windy
50/50 10
0
0
Piers @ A/1.6 & A/2.2Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0147 & 94141126.0154.
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 29,400 5 2,340
1 2 4.00 12.57 09/01/14 28 50,480 3 4,020
1 3 4.00 12.57 09/01/14 28 48,510 2 3,860
1 4 4.00 12.57 09/01/14 28 45,340 1 3,610
Average (28 days) 3,830
1 5 4.00 12.57 09/29/14 56 49,620 1 3,950
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jonathan Baze
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
GRADATION REPORT
Report Number:94141126.0150
Service Date:08/04/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Armando Rendon
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940006, 05-23-14, Rev.2 Page 1 of 1 dgr
SERVICES:SPECIFICATION REQUIREMENTS:
Minimum Passing 1 3/4” Sieve (%):100
Performed gradation tests on lime treated soil.
Minimum Passing #4 Sieve (%): 60
TEST METHOD:NCTCOG Sample Condition: Field Moist
TEST LOCATION:E of Bldg. C
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 50’ N & 10’ W of SE corner 100 63
2 150’ N & 20’ W of SE corner 100 65
3 250’ N & 30’ W of SE corner 100 65
4 350’ N & 10’ W of SE corner 100 63
5 450’ N & 20’ W of SE corner 100 65
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0151
Service Date:08/05/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Daniel Duran
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 tp
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.1/Building C, Foundation Paving Plan, dated 10/24/13
Locations/Items Observed:Building C, Slab-on-Grade @ A.2 – L.8/2.0 – 3.8
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0308
1425
Plant:
Ticket No.:
236
25909969
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.2 0-3
90
76
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0400
Daniel Duran
Clear
80/870 10
10
0
L.2/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 69,120 4 5,500
1 2 4.00 12.57 09/02/14 28
1 3 4.00 12.57 09/02/14 28
1 4 4.00 12.57 09/02/14 28
1 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0355
1176
Plant:
Ticket No.:
236
25910000
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
2.0 0-3
89
75
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0500
Daniel Duran
Clear
150/870 10
0
0
K.3/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/12/14 7 66,350 3 5,280
2 2 4.00 12.57 09/02/14 28
2 3 4.00 12.57 09/02/14 28
2 4 4.00 12.57 09/02/14 28
2 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0436
1425
Plant:
Ticket No.:
236
25910024
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.3 0-3
87
76
149.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0530
Daniel Duran
Clear
200/870 10
10
0
I.4/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/12/14 7 59,170 2 4,710
3 2 4.00 12.57 09/02/14 28
3 3 4.00 12.57 09/02/14 28
3 4 4.00 12.57 09/02/14 28
3 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0558
1452
Plant:
Ticket No.:
236
25910133
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.5 0-3
89
76
149.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0640
Daniel Duran
Clear
350/870 10
0
0
H.5/3.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/12/14 7 58,750 2 4,680
4 2 4.00 12.57 09/02/14 28
4 3 4.00 12.57 09/02/14 28
4 4 4.00 12.57 09/02/14 28
4 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0644
1190
Plant:
Ticket No.:
236
25910183
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
87
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0722
Daniel Duran
Clear
430/870 10
0
0
G/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/12/14 7 57,670 3 4,590
5 2 4.00 12.57 09/02/14 28
5 3 4.00 12.57 09/02/14 28
5 4 4.00 12.57 09/02/14 28
5 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0903
1185
Plant:
Ticket No.:
236
25910409
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 0-3
88
78
150.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0920
Daniel Duran
Clear
570/870 10
0
0
E.4.2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/12/14 7 58,050 4 4,620
6 2 4.00 12.57 09/02/14 28
6 3 4.00 12.57 09/02/14 28
6 4 4.00 12.57 09/02/14 28
6 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0945
1425
Plant:
Ticket No.:
236
25910465
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
151.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14
Daniel Duran
Clear
620/870 10
0
0
D.1/3.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
7 1 4.00 12.57 08/12/14 7 53,400 4 4,250
7 2 4.00 12.57 09/02/14 28
7 3 4.00 12.57 09/02/14 28
7 4 4.00 12.57 09/02/14 28
7 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 7 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1201
1236
Plant:
Ticket No.:
236
25910676
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.4 0-3
90
80
152.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1240
Daniel Duran
790/870 10
0
0
B.7/2.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
8 1 4.00 12.57 08/12/14 7 61,830 2 4,920
8 2 4.00 12.57 09/02/14 28
8 3 4.00 12.57 09/02/14 28
8 4 4.00 12.57 09/02/14 28
8 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 8 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1252
1184
Plant:
Ticket No.:
236
25910739
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.0 0-3
95
88
152.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1330
Daniel Duran
Clear
820/870 10
0
0
A.6/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
9 1 4.00 12.57 08/12/14 7 47,210 2 3,760
9 2 4.00 12.57 09/02/14 28
9 3 4.00 12.57 09/02/14 28
9 4 4.00 12.57 09/02/14 28
9 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 9 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0308
1425
Plant:
Ticket No.:
236
25909969
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.2 0-3
90
76
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0400
Daniel Duran
Clear
80/870 10
10
0
L.2/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 69,120 4 5,500
1 2 4.00 12.57 09/02/14 28 76,230 5 6,070
1 3 4.00 12.57 09/02/14 28 72,240 5 5,750
1 4 4.00 12.57 09/02/14 28 78,060 2 6,210
Average (28 days) 6,010
1 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0355
1176
Plant:
Ticket No.:
236
25910000
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
2.0 0-3
89
75
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0500
Daniel Duran
Clear
150/870 10
0
0
K.3/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/12/14 7 66,350 3 5,280
2 2 4.00 12.57 09/02/14 28 82,060 3 6,530
2 3 4.00 12.57 09/02/14 28 76,900 2 6,120
2 4 4.00 12.57 09/02/14 28 76,420 5 6,080
Average (28 days) 6,240
2 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0436
1425
Plant:
Ticket No.:
236
25910024
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.3 0-3
87
76
149.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0530
Daniel Duran
Clear
200/870 10
10
0
I.4/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/12/14 7 59,170 2 4,710
3 2 4.00 12.57 09/02/14 28 69,360 2 5,520
3 3 4.00 12.57 09/02/14 28 69,500 4 5,530
3 4 4.00 12.57 09/02/14 28 68,070 5 5,420
Average (28 days) 5,490
3 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0558
1452
Plant:
Ticket No.:
236
25910133
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.5 0-3
89
76
149.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0640
Daniel Duran
Clear
350/870 10
0
0
H.5/3.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/12/14 7 58,750 2 4,680
4 2 4.00 12.57 09/02/14 28 68,460 2 5,450
4 3 4.00 12.57 09/02/14 28 69,770 4 5,550
4 4 4.00 12.57 09/02/14 28 67,810 4 5,400
Average (28 days) 5,470
4 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0644
1190
Plant:
Ticket No.:
236
25910183
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
87
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0722
Daniel Duran
Clear
430/870 10
0
0
G/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/12/14 7 57,670 3 4,590
5 2 4.00 12.57 09/02/14 28 70,080 3 5,580
5 3 4.00 12.57 09/02/14 28 67,330 2 5,360
5 4 4.00 12.57 09/02/14 28 68,500 5 5,450
Average (28 days) 5,460
5 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0903
1185
Plant:
Ticket No.:
236
25910409
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 0-3
88
78
150.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0920
Daniel Duran
Clear
570/870 10
0
0
E.4.2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/12/14 7 58,050 4 4,620
6 2 4.00 12.57 09/02/14 28 69,850 4 5,560
6 3 4.00 12.57 09/02/14 28 72,000 5 5,730
6 4 4.00 12.57 09/02/14 28 70,460 4 5,610
Average (28 days) 5,630
6 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0945
1425
Plant:
Ticket No.:
236
25910465
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
151.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14
Daniel Duran
Clear
620/870 10
0
0
D.1/3.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
7 1 4.00 12.57 08/12/14 7 53,400 4 4,250
7 2 4.00 12.57 09/02/14 28 65,290 3 5,200
7 3 4.00 12.57 09/02/14 28 68,840 5 5,480
7 4 4.00 12.57 09/02/14 28 66,600 3 5,300
Average (28 days) 5,330
7 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 7 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1201
1236
Plant:
Ticket No.:
236
25910676
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.4 0-3
90
80
152.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1240
Daniel Duran
790/870 10
0
0
B.7/2.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
8 1 4.00 12.57 08/12/14 7 61,830 2 4,920
8 2 4.00 12.57 09/02/14 28 69,880 5 5,560
8 3 4.00 12.57 09/02/14 28 72,030 5 5,730
8 4 4.00 12.57 09/02/14 28 72,720 2 5,790
Average (28 days) 5,690
8 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 8 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1252
1184
Plant:
Ticket No.:
236
25910739
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.0 0-3
95
88
152.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1330
Daniel Duran
Clear
820/870 10
0
0
A.6/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
9 1 4.00 12.57 08/12/14 7 47,210 2 3,760
9 2 4.00 12.57 09/02/14 28 61,380 3 4,880
9 3 4.00 12.57 09/02/14 28 60,810 5 4,840
9 4 4.00 12.57 09/02/14 28 61,580 5 4,900
Average (28 days) 4,870
9 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 9 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0308
1425
Plant:
Ticket No.:
236
25909969
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.2 0-3
90
76
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0400
Daniel Duran
Clear
80/870 10
10
0
L.2/2.2Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 69,120 4 5,500
1 2 4.00 12.57 09/02/14 28 76,230 5 6,070
1 3 4.00 12.57 09/02/14 28 72,240 5 5,750
1 4 4.00 12.57 09/02/14 28 78,060 2 6,210
Average (28 days) 6,010
1 5 4.00 12.57 09/30/14 56 88,990 1 7,080
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0355
1176
Plant:
Ticket No.:
236
25910000
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
2.0 0-3
89
75
150.7
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0500
Daniel Duran
Clear
150/870 10
0
0
K.3/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/12/14 7 66,350 3 5,280
2 2 4.00 12.57 09/02/14 28 82,060 3 6,530
2 3 4.00 12.57 09/02/14 28 76,900 2 6,120
2 4 4.00 12.57 09/02/14 28 76,420 5 6,080
Average (28 days) 6,240
2 5 4.00 12.57 09/30/14 56 87,190 2 6,940
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0436
1425
Plant:
Ticket No.:
236
25910024
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.3 0-3
87
76
149.4
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0530
Daniel Duran
Clear
200/870 10
10
0
I.4/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/12/14 7 59,170 2 4,710
3 2 4.00 12.57 09/02/14 28 69,360 2 5,520
3 3 4.00 12.57 09/02/14 28 69,500 4 5,530
3 4 4.00 12.57 09/02/14 28 68,070 5 5,420
Average (28 days) 5,490
3 5 4.00 12.57 09/30/14 56 76,430 2 6,080
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0558
1452
Plant:
Ticket No.:
236
25910133
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.5 0-3
89
76
149.3
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0640
Daniel Duran
Clear
350/870 10
0
0
H.5/3.5Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/12/14 7 58,750 2 4,680
4 2 4.00 12.57 09/02/14 28 68,460 2 5,450
4 3 4.00 12.57 09/02/14 28 69,770 4 5,550
4 4 4.00 12.57 09/02/14 28 67,810 4 5,400
Average (28 days) 5,470
4 5 4.00 12.57 09/30/14 56 73,870 3 5,880
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0644
1190
Plant:
Ticket No.:
236
25910183
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
87
76
150.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0722
Daniel Duran
Clear
430/870 10
0
0
G/3.6Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
5 1 4.00 12.57 08/12/14 7 57,670 3 4,590
5 2 4.00 12.57 09/02/14 28 70,080 3 5,580
5 3 4.00 12.57 09/02/14 28 67,330 2 5,360
5 4 4.00 12.57 09/02/14 28 68,500 5 5,450
Average (28 days) 5,460
5 5 4.00 12.57 09/30/14 56 72,330 2 5,760
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 5 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0903
1185
Plant:
Ticket No.:
236
25910409
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.6 0-3
88
78
150.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 0920
Daniel Duran
Clear
570/870 10
0
0
E.4.2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
6 1 4.00 12.57 08/12/14 7 58,050 4 4,620
6 2 4.00 12.57 09/02/14 28 69,850 4 5,560
6 3 4.00 12.57 09/02/14 28 72,000 5 5,730
6 4 4.00 12.57 09/02/14 28 70,460 4 5,610
Average (28 days) 5,630
6 5 4.00 12.57 09/30/14 56 73,850 3 5,880
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 6 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0945
1425
Plant:
Ticket No.:
236
25910465
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
151.0
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14
Daniel Duran
Clear
620/870 10
0
0
D.1/3.1Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
7 1 4.00 12.57 08/12/14 7 53,400 4 4,250
7 2 4.00 12.57 09/02/14 28 65,290 3 5,200
7 3 4.00 12.57 09/02/14 28 68,840 5 5,480
7 4 4.00 12.57 09/02/14 28 66,600 3 5,300
Average (28 days) 5,330
7 5 4.00 12.57 09/30/14 56 75,800 2 6,030
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 7 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1201
1236
Plant:
Ticket No.:
236
25910676
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
1.4 0-3
90
80
152.1
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1240
Daniel Duran
790/870 10
0
0
B.7/2.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
8 1 4.00 12.57 08/12/14 7 61,830 2 4,920
8 2 4.00 12.57 09/02/14 28 69,880 5 5,560
8 3 4.00 12.57 09/02/14 28 72,030 5 5,730
8 4 4.00 12.57 09/02/14 28 72,720 2 5,790
Average (28 days) 5,690
8 5 4.00 12.57 09/30/14 56 76,670 3 6,100
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 8 of 9CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0152
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
1252
1184
Plant:
Ticket No.:
236
25910739
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.0 0-3
95
88
152.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1330
Daniel Duran
Clear
820/870 10
0
0
A.6/2.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg C, Slab-on-Grade @
A.2-6.8/2.0-3.8
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
9 1 4.00 12.57 08/12/14 7 47,210 2 3,760
9 2 4.00 12.57 09/02/14 28 61,380 3 4,880
9 3 4.00 12.57 09/02/14 28 60,810 5 4,840
9 4 4.00 12.57 09/02/14 28 61,580 5 4,900
Average (28 days) 4,870
9 5 4.00 12.57 09/30/14 56 64,360 3 5,120
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 9 of 9CR0001, 11-16-12, Rev.6
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0154
Service Date:08/04/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jason Carrizales
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 tp
On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the
attached sheet(s) for recorded data.
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building A Report No.: 94141126.0154
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/04/14
Project No.: 94141126 Technician: J. Carrizales
Driller: Auger Drilling/Agreda Drilling Page: 1 of 1
Pier Identification F.5/1 G/1 G/1.6 A/1.6
Pier Diameter (in.)30 30 30 30
Bell Diameter (in.)84 84 84 84
Top of Pier Elevation (ft)N/A N/A N/A N/A
Req. Depth from Exist. Grade (ft)14.5 15.3 15.3 15.3
Initial Depth of Pier from Existing Grade
(ft)15.0 15.5 15.5 16.2
Final Depth of Pier from Existing Grade
(ft)16.0 16.5 16.4 17.8
Depth from Top of Concrete (ft)15.1 15.6 16.6 16.9
Condition of Bottom (wet or dry)Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A
Cased Depth (ft)N/A N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6 6
Reinforcing Bar Size (#)7 7 7 7
Length of Vertical Bars (ft.)18.1 17.6 17.5 18.9
Time Drilling was Completed 12:00 13:20 13:50 17:05
Time Concrete was Placed 13:45 14:00 14:15 14:45
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0155
08/04/14
08/13/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0721
1430
Plant:
Ticket No.:25909232
Field Test Data
Test
Air Content (%):
Result Specification
3 1/2 3-5
1.5 0-3
92
78
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0931
Jason Carrizales
Clear, hot
10/330 10
0
0
Pier @ F/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0154 & 94141126.0147,
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 52,520 2 4,180
1 2 4.00 12.57 09/01/14 28
1 3 4.00 12.57 09/01/14 28
1 4 4.00 12.57 09/01/14 28
1 5 4.00 12.57 09/29/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0155
08/04/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0721
1430
Plant:
Ticket No.:25909232
Field Test Data
Test
Air Content (%):
Result Specification
3 1/2 3-5
1.5 0-3
92
78
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0931
Jason Carrizales
Clear, hot
10/330 10
0
0
Pier @ F/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0154 & 94141126.0147,
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 52,520 2 4,180
1 2 4.00 12.57 09/01/14 28 63,860 1 5,080
1 3 4.00 12.57 09/01/14 28 63,980 2 5,090
1 4 4.00 12.57 09/01/14 28 62,880 3 5,000
Average (28 days) 5,060
1 5 4.00 12.57 09/29/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0155
08/04/14
09/29/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0721
1430
Plant:
Ticket No.:25909232
Field Test Data
Test
Air Content (%):
Result Specification
3 1/2 3-5
1.5 0-3
92
78
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/04/14 0931
Jason Carrizales
Clear, hot
10/330 10
0
0
Pier @ F/1Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report Nos.
94141126.0154 & 94141126.0147,
dated 08/04/14, for pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/11/14 7 52,520 2 4,180
1 2 4.00 12.57 09/01/14 28 63,860 1 5,080
1 3 4.00 12.57 09/01/14 28 63,980 2 5,090
1 4 4.00 12.57 09/01/14 28 62,880 3 5,000
Average (28 days) 5,060
1 5 4.00 12.57 09/29/14 56 64,460 4 5,130
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0156
Service Date:08/05/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jonathan Baze
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 tp
On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the
attached sheet(s) for recorded data.
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building D Report No.: 94141126.0156
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/05/14
Project No.: 94141126 Technician: J. Baze
Driller: Auger Page: 1 of 2
Pier Identification A.9/5 B.2/5 B.6/B C.1/5 C.5/5 C.9/5 D.3/5 D.6/5 E.1/5 F.9/5 G.4/5
Pier Diameter (in.)24 24 24 24 24 24 24 24 24 24 24
Bell Diameter (in.)72 72 72 72 72 72 72 72 72 72 72
Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Req. Depth from Exist. Grade (ft)14.8 14.8 14.8 14.8 14.8 16.8 16.8 14.8 14.8 15.5 15.5
Initial Depth of Pier from Existing Grade
(ft)15.0 14.8 14.9 14.9 14.8 16.8 17.0 14.6 15.0 15.6 15.8
Final Depth of Pier from Existing Grade
(ft)15.8 15.9 15.3 15.7 15.7 18.6 18.8 15.2 16.0 16.2 16.1
Depth from Top of Concrete (ft)15.9 16.0 15.4 15.8 15.8 17.6 17.8 15.3 15.9 16.1 16.0
Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#)6 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.)15.4 15.5 14.9 15.3 15.3 17.1 17.3 14.8 15.4 15.6 15.5
Time Drilling was Completed 08:45 9:30 10:35 10:30 11:00 12:00 14:00 11:20 14:35 12:15 13:40
Time Concrete was Placed 13:15 13:30 13:40 13:55 14:00 14:40 14:50 14:30 15:00 15:15 15:20
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building D Report No.: 94141126.0156
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/05/14
Project No.: 94141126 Technician: J. Baze
Driller: Auger Page: 2 of 2
Pier Identification G.7/5 H.1/5 H.5/5 H.9/5 I.3/5 K.9/5 M.9/5 M.1/5 M.5/5
Pier Diameter (in.)24 24 24 24 24 24 24 24 24
Bell Diameter (in.)72 72 72 72 72 72 72 72 72
Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A
Req. Depth from Exist. Grade (ft)15.5 15.5 15.5 15.5 15.5 15.5 15.5 15.5 15.5
Initial Depth of Pier from Existing Grade
(ft)15.6 15.9 15.8 15.8 15.6 15.7 15.7 15.8 15.6
Final Depth of Pier from Existing Grade
(ft)15.6 15.9 15.8 16.9 15.8 16.2 16.7 16.5 16.0
Depth from Top of Concrete (ft)15.5 15.8 15.7 16.8 15.7 16.2 16.7 16.5 16.0
Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#)6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.)15.0 15.3 15.2 16.3 15.2 15.7 16.2 16.0 15.5
Time Drilling was Completed 14:05 14:30 15:00 15:20 15:55 15:15 15:50 16:30 16:30
Time Concrete was Placed 15:30 15:45 16:00 16:20 16:40 17:45 17:55 18:05 18:15
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0159
Service Date:08/05/14 8901 Carpenter Frwy., Suite 100
Report Date:08/12/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Drilled belled (underreamed) pier observation.
Terracon Rep.: Jason Carrizales
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10-16-13, Rev.10 Page 1 of 1 tp
On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the
attached sheet(s) for recorded data.
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building A Report No.: 94141126.0159
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/05/14
Project No.: 94141126 Technician: J. Carrizales
Driller: Auger Drilling Page: 1 of 2
Pier Identification A/1 A.5/1
Pier Diameter (in.)30 30
Bell Diameter (in.)84 84
Top of Pier Elevation (ft)N/A N/A
Req. Depth from Exist. Grade (ft)15.5 15.5
Initial Depth of Pier from Existing Grade
(ft)15.8 16.1
Final Depth of Pier from Existing Grade
(ft)15.9 16.1
Depth from Top of Concrete (ft)15.0 15.5
Condition of Bottom (wet or dry)Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes
Casing Diameter (in) N/A N/A
Cased Depth (ft)N/A N/A
Number of Vertical Bars (ea.)6 6
Reinforcing Bar Size (#)7 7
Length of Vertical Bars (ft.)18.1 18.3
Time Drilling was Completed 08:10 08:40
Time Concrete was Placed 10:10 10:20
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
REPORT OF DRILLED BELLED PIERS
Project: Park West Crossing - Building D Report No.: 94141126.0159
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/05/14
Project No.: 94141126 Technician: J. Carrizales
Driller: Auger Drilling Page: 2 of 2
Pier Identification A/5 A/4.4 A.5/5
Pier Diameter (in.)30 30 30
Bell Diameter (in.)84 84 84
Top of Pier Elevation (ft)N/A N/A N/A
Req. Depth from Exist. Grade (ft)16.8 16.8 16.8
Initial Depth of Pier from Existing Grade
(ft)16.8 17.2 16.8
Final Depth of Pier from Existing Grade
(ft)17.8 17.6 17.2
Depth from Top of Concrete (ft)15.6 15.4 15.0
Condition of Bottom (wet or dry)Dry Dry Dry
Plumb Within Tolerance (yes or no)Yes Yes Yes
Casing Diameter (in) N/A N/A N/A
Cased Depth (ft)N/A N/A N/A
Number of Vertical Bars (ea.)6 6 6
Reinforcing Bar Size (#)7 7 7
Length of Vertical Bars (ft.)16.3 17.1 17.0
Time Drilling was Completed 09:15 09:40 10:45
Time Concrete was Placed 13:40 13:45 15:00
R940002, 08-05-14, Rev.3
8901 Carpenter Frwy.,Suite #100
Dallas,TX 75247
(214)630-1010 Reg No.:F-3272
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0160
08/05/14
08/14/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0910
1186
Plant:
Ticket No.:
236
25910373
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.9 0-3
88
78
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1015
Jason Carrizales
Clear, hot
10/75 10
0
0
Pier A.5/1, Bldg ASample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0159, dated 08/05/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 46,330 2 3,690
1 2 4.00 12.57 09/02/14 28
1 3 4.00 12.57 09/02/14 28
1 4 4.00 12.57 09/02/14 28
1 5 4.00 12.57 09/30/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0160
08/05/14
09/03/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0910
1186
Plant:
Ticket No.:
236
25910373
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.9 0-3
88
78
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1015
Jason Carrizales
Clear, hot
10/75 10
0
0
Pier A.5/1, Bldg ASample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0159, dated 08/05/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 46,330 2 3,690
1 2 4.00 12.57 09/02/14 28 56,370 4 4,490
1 3 4.00 12.57 09/02/14 28 58,680 4 4,670
1 4 4.00 12.57 09/02/14 28 61,880 2 4,920
Average (28 days) 4,690
1 5 4.00 12.57 09/30/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0160
08/05/14
10/01/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
80J11521
Redi-Mix
Material Information
0910
1186
Plant:
Ticket No.:
236
25910373
Field Test Data
Test
Air Content (%):
Result Specification
6 1/4 5-7
0.9 0-3
88
78
149.2
3,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/05/14 1015
Jason Carrizales
Clear, hot
10/75 10
0
0
Pier A.5/1, Bldg ASample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Drilled Piers, see Foundation
Observations Report No.
94141126.0159, dated 08/05/14, for
pier locations
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/12/14 7 46,330 2 3,690
1 2 4.00 12.57 09/02/14 28 56,370 4 4,490
1 3 4.00 12.57 09/02/14 28 58,680 4 4,670
1 4 4.00 12.57 09/02/14 28 61,880 2 4,920
Average (28 days) 4,690
1 5 4.00 12.57 09/30/14 56 65,760 2 5,230
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Jason Carrizales
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 1CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0162
08/05/14
08/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95-1/+3186.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
92-98>/= +4296.223.094141126.0002 Brown, tan and gray clay with trace
sand
ASTM D698
95-2/+2386.830.294141126.0036 Lime treated dark and light brown
clay
ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
Fire Lane, East of Building C
2101 50' N & 10' W of SE corner Final 1 6 111.6 26.8 31.6 84.8 98
2102 150' N & 20' W of SE corner Final 1 6 111.2 26.9 31.9 84.3 97
2103 250' N & 30' W of SE corner Final 1 6 110.7 27.1 32.4 83.6 96
2104 350' N & 10' W of SE corner Final 1 6 110.7 26.7 31.8 84.0 97
2105 450' N & 20' W of SE corner Final 1 6 110.6 26.9 32.1 83.7 96
Building B, Interior Plumbing
2106 100' N & 20' E of SW corner of
pad
2' BFG 2 6 117.7 26.3 28.8 91.4 95
2107 100' N & 20' E of SW corner of
pad
1.2' BFG 2 6 116.9 25.9 28.5 91.0 95
2108 100' N & 20' E of SW corner of
pad
0.4' BFG 2 6 117.7 26.4 28.9 91.3 95
2109 100' N & 20' E of SW corner of
pad
Final 3 6 110.9 26.1 30.8 84.8 98
Comments:
Datum:Serial No:
Test and/or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0162
08/05/14
08/12/14
8901 Carpenter Frwy., Suite 100
Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
Park West Crossing
910, 920 & 930 Freeport Pkwy
& 631 Southwestern Blvd
Coppell, TX
Project Number:94141126
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
Contractor:
Contractor
Structure Tone Southwest
James D. Baze
Project Manager
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Reviewed By:
Terracon Rep.: Armando Rendon
ASTM D6938Test Methods:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0007, 11-16-12, Rev.7 Page 2 of 2
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0164
Service Date:08/06/14 8901 Carpenter Frwy., Suite 100
Report Date:08/13/14 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
ML Realty Partners Park West Crossing
Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy
One Pierce Pl Ste 450W & 631 Southwestern Blvd
Itasca, IL 60143 Coppell, TX
Project Number: 94141126
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Daniel Duran
Reported To:
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike
Toole(1) Structure Tone Southwest Inc., Robin
Povey
Reviewed By:____________________________________
James D. Baze
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
R940003, 07-01-12, Rev.0 Page 1 of 1 tp
PROJECT DATA
Drawings Utilized:Structural Sheets/Details: S2.1/Building C, Foundation Paving Plan, dated 10/24/13
Locations/Items Observed:Building C, Slab-on-Grade @ A.2 – L.8/1.2 – 2.0
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation.
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
08/15/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0344
1422
Plant:
Ticket No.:
P259
25911008
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.6 0-3
91
82
148.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0429
Daniel Duran
Clear
50 10
0
0
K.2/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/13/14 7 62,760 2 4,990
1 2 4.00 12.57 09/03/14 28
1 3 4.00 12.57 09/03/14 28
1 4 4.00 12.57 09/03/14 28
1 5 4.00 12.57 10/01/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
08/15/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0454
1433
Plant:
Ticket No.:
P259
25911091
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.8 0-3
92
81
148.5
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0540
Daniel Duran
Clear
170 10
0
0
I.1/1.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/13/14 7 66,510 1 5,290
2 2 4.00 12.57 09/03/14 28
2 3 4.00 12.57 09/03/14 28
2 4 4.00 12.57 09/03/14 28
2 5 4.00 12.57 10/01/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
08/15/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0536
1256
Plant:
Ticket No.:
P259
25911152
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
91
80
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0625
Daniel Duran
Clear
230 10
0
0
G.1/1.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/13/14 7 65,860 5 5,240
3 2 4.00 12.57 09/03/14 28
3 3 4.00 12.57 09/03/14 28
3 4 4.00 12.57 09/03/14 28
3 5 4.00 12.57 10/01/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
08/15/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0732
1186
Plant:
Ticket No.:
P259
25911298
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
149.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0820
Daniel Duran
Clear
360 10
10
0
B.2/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/13/14 7 65,600 4 5,220
4 2 4.00 12.57 09/03/14 28
4 3 4.00 12.57 09/03/14 28
4 4 4.00 12.57 09/03/14 28
4 5 4.00 12.57 10/01/14 56
Comments:
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
09/04/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0344
1422
Plant:
Ticket No.:
P259
25911008
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.6 0-3
91
82
148.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0429
Daniel Duran
Clear
50 10
0
0
K.2/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/13/14 7 62,760 2 4,990
1 2 4.00 12.57 09/03/14 28 78,940 3 6,280
1 3 4.00 12.57 09/03/14 28 78,410 4 6,240
1 4 4.00 12.57 09/03/14 28 76,150 4 6,060
Average (28 days) 6,190
1 5 4.00 12.57 10/01/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
09/04/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0454
1433
Plant:
Ticket No.:
P259
25911091
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.8 0-3
92
81
148.5
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0540
Daniel Duran
Clear
170 10
0
0
I.1/1.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/13/14 7 66,510 1 5,290
2 2 4.00 12.57 09/03/14 28 77,180 4 6,140
2 3 4.00 12.57 09/03/14 28 80,330 4 6,390
2 4 4.00 12.57 09/03/14 28 78,120 1 6,220
Average (28 days) 6,250
2 5 4.00 12.57 10/01/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
09/04/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0536
1256
Plant:
Ticket No.:
P259
25911152
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
91
80
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0625
Daniel Duran
Clear
230 10
0
0
G.1/1.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/13/14 7 65,860 5 5,240
3 2 4.00 12.57 09/03/14 28 76,650 5 6,100
3 3 4.00 12.57 09/03/14 28 78,750 3 6,270
3 4 4.00 12.57 09/03/14 28 75,320 2 5,990
Average (28 days) 6,120
3 5 4.00 12.57 10/01/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
09/04/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0732
1186
Plant:
Ticket No.:
P259
25911298
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
149.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0820
Daniel Duran
Clear
360 10
10
0
B.2/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/13/14 7 65,600 4 5,220
4 2 4.00 12.57 09/03/14 28 77,210 5 6,140
4 3 4.00 12.57 09/03/14 28 78,070 2 6,210
4 4 4.00 12.57 09/03/14 28 80,340 3 6,390
Average (28 days) 6,250
4 5 4.00 12.57 10/01/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
10/02/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0344
1422
Plant:
Ticket No.:
P259
25911008
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.6 0-3
91
82
148.6
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0429
Daniel Duran
Clear
50 10
0
0
K.2/3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
1 1 4.00 12.57 08/13/14 7 62,760 2 4,990
1 2 4.00 12.57 09/03/14 28 78,940 3 6,280
1 3 4.00 12.57 09/03/14 28 78,410 4 6,240
1 4 4.00 12.57 09/03/14 28 76,150 4 6,060
Average (28 days) 6,190
1 5 4.00 12.57 10/01/14 56 88,410 4 7,040
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
10/02/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0454
1433
Plant:
Ticket No.:
P259
25911091
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.8 0-3
92
81
148.5
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0540
Daniel Duran
Clear
170 10
0
0
I.1/1.8Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
2 1 4.00 12.57 08/13/14 7 66,510 1 5,290
2 2 4.00 12.57 09/03/14 28 77,180 4 6,140
2 3 4.00 12.57 09/03/14 28 80,330 4 6,390
2 4 4.00 12.57 09/03/14 28 78,120 1 6,220
Average (28 days) 6,250
2 5 4.00 12.57 10/01/14 56 82,470 2 6,560
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 2 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
10/02/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0536
1256
Plant:
Ticket No.:
P259
25911152
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.4 0-3
91
80
149.9
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0625
Daniel Duran
Clear
230 10
0
0
G.1/1.3Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
3 1 4.00 12.57 08/13/14 7 65,860 5 5,240
3 2 4.00 12.57 09/03/14 28 76,650 5 6,100
3 3 4.00 12.57 09/03/14 28 78,750 3 6,270
3 4 4.00 12.57 09/03/14 28 75,320 2 5,990
Average (28 days) 6,120
3 5 4.00 12.57 10/01/14 56 79,920 5 6,360
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 3 of 4CR0001, 11-16-12, Rev.6
Report Number:
Service Date:
Report Date:
Task:
Client Project
Project Number:94141126
Coppell, TX
& 631 Southwestern Blvd
910, 920 & 930 Freeport Pkwy
Park West CrossingML Realty Partners
Attn: Timothy Geisler
One Pierce Pl Ste 450W
Itasca, IL 60143
214-630-1010 Reg No: F-3272
Dallas, TX 75247
8901 Carpenter Frwy., Suite 100
94141126.0165
08/06/14
10/02/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0732
1186
Plant:
Ticket No.:
P259
25911298
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
1.2 0-3
90
80
149.8
4,000
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:08/06/14 0820
Daniel Duran
Clear
360 10
10
0
B.2/1.4Sample Location:
Placement Method:Pump
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Bldg. C, Slab-on-Grade @
A.2-L.8/1.2-2.0
Placement Location:
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No.ID
Specimen
Received Tested (days)Type(in)(sq in)(lbs)(psi)
4 1 4.00 12.57 08/13/14 7 65,600 4 5,220
4 2 4.00 12.57 09/03/14 28 77,210 5 6,140
4 3 4.00 12.57 09/03/14 28 78,070 2 6,210
4 4 4.00 12.57 09/03/14 28 80,340 3 6,390
Average (28 days) 6,250
4 5 4.00 12.57 10/01/14 56 88,230 3 7,020
Comments:Compressive strength of 56 day cylinders complies with the specified strength.
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Services:
Reported To:
Contractor:
Report Distribution:
(1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole
(1) Structure Tone Southwest Inc., Robin Povey James D. Baze
Project Manager
Structure Tone Southwest
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Daniel Duran
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 4 of 4CR0001, 11-16-12, Rev.6