Park West Crossing-LR140930Report 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
94141126.0270
09/30/14
11/25/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10N11501
Redi-Mix
Material Information
1226
1204
Plant:
Ticket No.:25948125
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
3.0 0-3
90
84
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:09/30/14 1315
Vincent Green
360/370 10
5
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building A, Pier Caps, see attached
sketch
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 10/03/14 3 59,050 4 4,700
1 2 4.00 12.57 10/06/14 6 60,840 4 4,840
1 3 4.00 12.57 10/07/14 7 69,290 5 5,510
1 4 4.00 12.57 10/28/14 28 77,060 3 6,130
1 5 4.00 12.57 10/28/14 28 79,240 2 6,310
1 6 4.00 12.57 10/28/14 28 76,210 6 6,070
Average (28 days) 6,170
1 7 4.00 12.57 11/25/14 56 88,700 4 7,060
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 1 of 1CR0001, 11-16-12, Rev.6
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0272
Service Date:10/02/14 8901 Carpenter Frwy., Suite 100
Report Date:10/07/14 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: Structural steel observations.
Terracon Rep.: Oscar R. Esparza, Jr., CWI 00020341
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 structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level Framing Between Lines G to K/1 to 5:
1.Joist and girder seat welds were determined to be compliant.
2.Joist bridging was determined to be compliant.
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0276
Service Date:10/06/14 8901 Carpenter Frwy., Suite 100
Report Date:10/07/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 dgr
On this date, Terracon's representative arrived at the above referenced job site as scheduled for structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level Framing between Lines K-P/1-5:
*1.Column anchor bolts, unable to observe due to water coverage.
2.Joist and girder seat welds were determined to be compliant.
*3.South wall leave out tilt wall panel bay, structural steel erection not complete at the time of this observation.
*4.Joist bridging was not complete at the time of this observation.
5.Joist seat support glug weldments at the tilt wall panel embed plates, (south wall) welds were determined to be compliant.
*Noted discrepancies and/or incomplete work.
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0279
Service Date:10/08/14 8901 Carpenter Frwy., Suite 100
Report Date:10/14/14 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:Civil Sheets/Details: C6.01/Paving Details, dated 04/23/14
Locations/Items Observed:Paving, see attached sketch
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
94141126.0280
10/08/14
10/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0413
1445
Plant:
Ticket No.:
236
25951956
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.7 3-6
87
75
146.4
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:10/08/14
Vincent Green
50/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 52,340 5 4,170
1 2 4.00 12.57 11/05/14 28
1 3 4.00 12.57 11/05/14 28
1 4 4.00 12.57 11/05/14 28
1 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
10/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0651
1006
Plant:
Ticket No.:
236
25952063
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.6 3-6
84
75
145.6
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:10/08/14 0732
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 55,550 2 4,420
2 2 4.00 12.57 11/05/14 28
2 3 4.00 12.57 11/05/14 28
2 4 4.00 12.57 11/05/14 28
2 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
10/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0731
1190
Plant:
Ticket No.:
236
25952204
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.5 3-6
83
74
148.8
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:10/08/14 0825
Vincent Green
250/500 10
5
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 45,810 6 3,650
3 2 4.00 12.57 11/05/14 28
3 3 4.00 12.57 11/05/14 28
3 4 4.00 12.57 11/05/14 28
3 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
10/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0850
1191
Plant:
Ticket No.:
236
25952333
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.9 3-6
85
76
146.4
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:10/08/14 0952
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 47,820 4 3,810
4 2 4.00 12.57 11/05/14 28
4 3 4.00 12.57 11/05/14 28
4 4 4.00 12.57 11/05/14 28
4 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
10/17/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
1006
1426
Plant:
Ticket No.:
236
25952478
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
3.8 3-6
85
78
148.0
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:10/08/14 1059
Vincent Green
450/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 53,850 3 4,290
5 2 4.00 12.57 11/05/14 28
5 3 4.00 12.57 11/05/14 28
5 4 4.00 12.57 11/05/14 28
5 5 4.00 12.57 12/03/14 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.: 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 5CR0001, 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
94141126.0280
10/08/14
11/06/14 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
0413
1445
Plant:
Ticket No.:
236
25951956
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.7 3-6
87
75
146.4
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:10/08/14
Vincent Green
50/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 52,340 5 4,170
1 2 4.00 12.57 11/05/14 28 70,180 4 5,590
1 3 4.00 12.57 11/05/14 28 65,150 4 5,180
1 4 4.00 12.57 11/05/14 28 64,900 4 5,170
Average (28 days) 5,310
1 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
11/06/14 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
0651
1006
Plant:
Ticket No.:
236
25952063
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.6 3-6
84
75
145.6
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:10/08/14 0732
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 55,550 2 4,420
2 2 4.00 12.57 11/05/14 28 72,170 4 5,740
2 3 4.00 12.57 11/05/14 28 69,670 4 5,540
2 4 4.00 12.57 11/05/14 28 66,360 4 5,280
Average (28 days) 5,520
2 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
11/06/14 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
0731
1190
Plant:
Ticket No.:
236
25952204
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.5 3-6
83
74
148.8
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:10/08/14 0825
Vincent Green
250/500 10
5
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 45,810 6 3,650
3 2 4.00 12.57 11/05/14 28 60,960 4 4,850
3 3 4.00 12.57 11/05/14 28 61,640 4 4,910
3 4 4.00 12.57 11/05/14 28 61,380 4 4,880
Average (28 days) 4,880
3 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
11/06/14 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
0850
1191
Plant:
Ticket No.:
236
25952333
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.9 3-6
85
76
146.4
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:10/08/14 0952
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 47,820 4 3,810
4 2 4.00 12.57 11/05/14 28 61,580 4 4,900
4 3 4.00 12.57 11/05/14 28 59,940 4 4,770
4 4 4.00 12.57 11/05/14 28 60,940 4 4,850
Average (28 days) 4,840
4 5 4.00 12.57 12/03/14 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
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 5CR0001, 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
94141126.0280
10/08/14
11/06/14 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
1006
1426
Plant:
Ticket No.:
236
25952478
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
3.8 3-6
85
78
148.0
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:10/08/14 1059
Vincent Green
450/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 53,850 3 4,290
5 2 4.00 12.57 11/05/14 28 68,940 5 5,490
5 3 4.00 12.57 11/05/14 28 64,270 3 5,110
5 4 4.00 12.57 11/05/14 28 65,780 4 5,240
Average (28 days) 5,280
5 5 4.00 12.57 12/03/14 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.: 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 5CR0001, 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
94141126.0280
10/08/14
12/03/14 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
0413
1445
Plant:
Ticket No.:
236
25951956
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.7 3-6
87
75
146.4
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:10/08/14
Vincent Green
50/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 52,340 5 4,170
1 2 4.00 12.57 11/05/14 28 70,180 4 5,590
1 3 4.00 12.57 11/05/14 28 65,150 4 5,180
1 4 4.00 12.57 11/05/14 28 64,900 4 5,170
Average (28 days) 5,310
1 5 4.00 12.57 12/03/14 56 69,990 5 5,570
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 5CR0001, 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
94141126.0280
10/08/14
12/03/14 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
0651
1006
Plant:
Ticket No.:
236
25952063
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.6 3-6
84
75
145.6
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:10/08/14 0732
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 55,550 2 4,420
2 2 4.00 12.57 11/05/14 28 72,170 4 5,740
2 3 4.00 12.57 11/05/14 28 69,670 4 5,540
2 4 4.00 12.57 11/05/14 28 66,360 4 5,280
Average (28 days) 5,520
2 5 4.00 12.57 12/03/14 56 79,780 2 6,350
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
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 5CR0001, 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
94141126.0280
10/08/14
12/03/14 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
0731
1190
Plant:
Ticket No.:
236
25952204
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.5 3-6
83
74
148.8
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:10/08/14 0825
Vincent Green
250/500 10
5
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 45,810 6 3,650
3 2 4.00 12.57 11/05/14 28 60,960 4 4,850
3 3 4.00 12.57 11/05/14 28 61,640 4 4,910
3 4 4.00 12.57 11/05/14 28 61,380 4 4,880
Average (28 days) 4,880
3 5 4.00 12.57 12/03/14 56 62,890 2 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 5CR0001, 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
94141126.0280
10/08/14
12/03/14 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
0850
1191
Plant:
Ticket No.:
236
25952333
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.9 3-6
85
76
146.4
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:10/08/14 0952
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 47,820 4 3,810
4 2 4.00 12.57 11/05/14 28 61,580 4 4,900
4 3 4.00 12.57 11/05/14 28 59,940 4 4,770
4 4 4.00 12.57 11/05/14 28 60,940 4 4,850
Average (28 days) 4,840
4 5 4.00 12.57 12/03/14 56 64,670 5 5,150
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 5CR0001, 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
94141126.0280
10/08/14
12/03/14 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
1006
1426
Plant:
Ticket No.:
236
25952478
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
3.8 3-6
85
78
148.0
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:10/08/14 1059
Vincent Green
450/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/15/14 7 53,850 3 4,290
5 2 4.00 12.57 11/05/14 28 68,940 5 5,490
5 3 4.00 12.57 11/05/14 28 64,270 3 5,110
5 4 4.00 12.57 11/05/14 28 65,780 4 5,240
Average (28 days) 5,280
5 5 4.00 12.57 12/03/14 56 73,330 2 5,840
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 5 of 5CR0001, 11-16-12, Rev.6
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0281
Service Date:10/08/14 8901 Carpenter Frwy., Suite 100
Report Date:10/08/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Reinspection Items:
1.Tilt wall panel to pier cap welded connections, four locations were now determined to be compliant.
*2.Column anchor bolts, there are still ten locations found to have either missing bolts or no flat washers under
the nuts.
3.Joist bridging was now determined to be compliant.
*4.South wall leaveout panel bay steel still not erected.
B.Initial Inspection Items:
*1.Tilt wall panel to panel welded connections, five locations were found to be incomplete.
*2.Girder bottom chored extension to column or wall stabilizer plates, one location at East wall @ N/5 was
found to be incomplete.
*Noted discrepancies and/or incomplete work.
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0281
Service Date:10/08/14 8901 Carpenter Frwy., Suite 100
Report Date:11/04/14 Revision 1 - See NOTE 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level, Framing @ A-P/1-5. Reinspection Items from Reports 94141126.0267, dated 09/29/2014 and
Report 94141126.0276, dated 10/06/2014. Also some Initial Inspection Items:
1.Tilt wall panel to pier cap welded connections, four locations were now determined to be compliant.
*2.Column anchor bolts, there are still ten locations found to have either missing bolts or no flat washers under
the nuts.
3.Joist bridging was now determined to be compliant.
*4.South wall leaveout panel bay steel still not erected.
B.Building D, Roof Level, Framing @ A-P/1-5. Initial Inspection Items:
*1.Tilt wall panel to panel welded connections, five locations were found to be incomplete.
*2.Girder bottom chored extension to column or wall stabilizer plates, one location at East wall @ N/5 was
found to be incomplete.
This job was REVISED on 11/03/2014 to reflect the locations/items inspected which was inadvertently left off of the initial report.
*Noted discrepancies and/or incomplete work.
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0284
Service Date:10/09/14 8901 Carpenter Frwy., Suite 100
Report Date:10/17/14 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: C6.01/Pavement Details, dated 04-23-2014
Locations/Items Observed:Pavement, see attached sketch
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
94141126.0285
10/09/14
10/20/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0407
1445
Plant:
Ticket No.:
136
25953085
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.6 3-6
84
77
145.2
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:10/09/14 0500
Vincent Green
80/490 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 53,800 4 4,280
1 2 4.00 12.57 11/06/14 28
1 3 4.00 12.57 11/06/14 28
1 4 4.00 12.57 11/06/14 28
1 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
10/20/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0444
1192
Plant:
Ticket No.:
136
25953114
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.3 3-6
85
77
146.4
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:10/09/14 0535
Vincent Green
150/490 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,810 4 4,600
2 2 4.00 12.57 11/06/14 28
2 3 4.00 12.57 11/06/14 28
2 4 4.00 12.57 11/06/14 28
2 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
10/20/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0614
1181
Plant:
Ticket No.:
136
259531097
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.4 3-6
84
76
146.4
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:10/09/14 0657
Vincent Green
290/490 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 64,870 4 5,160
3 2 4.00 12.57 11/06/14 28
3 3 4.00 12.57 11/06/14 28
3 4 4.00 12.57 11/06/14 28
3 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
10/20/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0712
1236
Plant:
Ticket No.:
136
25953289
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
85
76
146.4
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:10/09/14 0755
Vincent Green
350/490 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,920 4 4,610
4 2 4.00 12.57 11/06/14 28
4 3 4.00 12.57 11/06/14 28
4 4 4.00 12.57 11/06/14 28
4 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
10/20/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0813
1375
Plant:
Ticket No.:
136
25953378
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.1 3-6
86
78
147.2
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:10/09/14 0923
Vincent Green
460/490 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 52,410 4 4,170
5 2 4.00 12.57 11/06/14 28
5 3 4.00 12.57 11/06/14 28
5 4 4.00 12.57 11/06/14 28
5 5 4.00 12.57 12/04/14 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.: 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 5CR0001, 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
94141126.0285
10/09/14
11/10/14 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
0407
1445
Plant:
Ticket No.:
136
25953085
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.6 3-6
84
77
145.2
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:10/09/14 0500
Vincent Green
80/490 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 53,800 4 4,280
1 2 4.00 12.57 11/06/14 28 60,070 2 4,780
1 3 4.00 12.57 11/06/14 28 60,370 4 4,800
1 4 4.00 12.57 11/06/14 28 61,290 2 4,880
Average (28 days) 4,820
1 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
11/10/14 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
0444
1192
Plant:
Ticket No.:
136
25953114
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.3 3-6
85
77
146.4
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:10/09/14 0535
Vincent Green
150/490 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,810 4 4,600
2 2 4.00 12.57 11/06/14 28 64,640 4 5,140
2 3 4.00 12.57 11/06/14 28 68,650 5 5,460
2 4 4.00 12.57 11/06/14 28 64,410 2 5,130
Average (28 days) 5,240
2 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
11/10/14 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
0614
1181
Plant:
Ticket No.:
136
259531097
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.4 3-6
84
76
146.4
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:10/09/14 0657
Vincent Green
290/490 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 64,870 4 5,160
3 2 4.00 12.57 11/06/14 28 66,020 2 5,250
3 3 4.00 12.57 11/06/14 28 72,930 2 5,800
3 4 4.00 12.57 11/06/14 28 66,810 3 5,320
Average (28 days) 5,460
3 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
11/10/14 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
0712
1236
Plant:
Ticket No.:
136
25953289
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
85
76
146.4
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:10/09/14 0755
Vincent Green
350/490 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,920 4 4,610
4 2 4.00 12.57 11/06/14 28 68,570 2 5,460
4 3 4.00 12.57 11/06/14 28 68,930 4 5,490
4 4 4.00 12.57 11/06/14 28 65,700 3 5,230
Average (28 days) 5,390
4 5 4.00 12.57 12/04/14 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
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 5CR0001, 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
94141126.0285
10/09/14
11/10/14 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
0813
1375
Plant:
Ticket No.:
136
25953378
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.1 3-6
86
78
147.2
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:10/09/14 0923
Vincent Green
460/490 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 52,410 4 4,170
5 2 4.00 12.57 11/06/14 28 64,250 3 5,110
5 3 4.00 12.57 11/06/14 28 61,760 2 4,920
5 4 4.00 12.57 11/06/14 28 62,810 4 5,000
Average (28 days) 5,010
5 5 4.00 12.57 12/04/14 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.: 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 5CR0001, 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
94141126.0285
10/09/14
12/05/14 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
0407
1445
Plant:
Ticket No.:
136
25953085
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.6 3-6
84
77
145.2
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:10/09/14 0500
Vincent Green
80/490 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 53,800 4 4,280
1 2 4.00 12.57 11/06/14 28 60,070 2 4,780
1 3 4.00 12.57 11/06/14 28 60,370 4 4,800
1 4 4.00 12.57 11/06/14 28 61,290 2 4,880
Average (28 days) 4,820
1 5 4.00 12.57 12/04/14 56 65,000 3 5,170
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 5CR0001, 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
94141126.0285
10/09/14
12/05/14 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
0444
1192
Plant:
Ticket No.:
136
25953114
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.3 3-6
85
77
146.4
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:10/09/14 0535
Vincent Green
150/490 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,810 4 4,600
2 2 4.00 12.57 11/06/14 28 64,640 4 5,140
2 3 4.00 12.57 11/06/14 28 68,650 5 5,460
2 4 4.00 12.57 11/06/14 28 64,410 2 5,130
Average (28 days) 5,240
2 5 4.00 12.57 12/04/14 56 69,680 5 5,550
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 5CR0001, 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
94141126.0285
10/09/14
12/05/14 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
0614
1181
Plant:
Ticket No.:
136
259531097
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.4 3-6
84
76
146.4
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:10/09/14 0657
Vincent Green
290/490 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 64,870 4 5,160
3 2 4.00 12.57 11/06/14 28 66,020 2 5,250
3 3 4.00 12.57 11/06/14 28 72,930 2 5,800
3 4 4.00 12.57 11/06/14 28 66,810 3 5,320
Average (28 days) 5,460
3 5 4.00 12.57 12/04/14 56 81,190 2 6,460
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 5CR0001, 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
94141126.0285
10/09/14
12/05/14 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
0712
1236
Plant:
Ticket No.:
136
25953289
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
85
76
146.4
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:10/09/14 0755
Vincent Green
350/490 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 57,920 4 4,610
4 2 4.00 12.57 11/06/14 28 68,570 2 5,460
4 3 4.00 12.57 11/06/14 28 68,930 4 5,490
4 4 4.00 12.57 11/06/14 28 65,700 3 5,230
Average (28 days) 5,390
4 5 4.00 12.57 12/04/14 56 70,170 4 5,580
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
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 5CR0001, 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
94141126.0285
10/09/14
12/05/14 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
0813
1375
Plant:
Ticket No.:
136
25953378
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.1 3-6
86
78
147.2
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:10/09/14 0923
Vincent Green
460/490 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/16/14 7 52,410 4 4,170
5 2 4.00 12.57 11/06/14 28 64,250 3 5,110
5 3 4.00 12.57 11/06/14 28 61,760 2 4,920
5 4 4.00 12.57 11/06/14 28 62,810 4 5,000
Average (28 days) 5,010
5 5 4.00 12.57 12/04/14 56 65,990 2 5,250
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 5 of 5CR0001, 11-16-12, Rev.6
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94141126.0287
Service Date:10/10/14 8901 Carpenter Frwy., Suite 100
Report Date:10/17/14 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: C6.01/Pavement Details, dated 04-23-2014
Locations/Items Observed:Pavement, see attached sketch
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
94141126.0288
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0256
1185
Plant:
Ticket No.:
136
25954096
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
85
76
145.2
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:10/10/14 0347
Vincent Green
70/500 10
10
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,550 1 4,420
1 2 4.00 12.57 11/07/14 28
1 3 4.00 12.57 11/07/14 28
1 4 4.00 12.57 11/07/14 28
1 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0404
1422
Plant:
Ticket No.:
136
25954155
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
85
75
145.6
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:10/10/14 0445
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 52,110 1 4,150
2 2 4.00 12.57 11/07/14 28
2 3 4.00 12.57 11/07/14 28
2 4 4.00 12.57 11/07/14 28
2 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0455
1192
Plant:
Ticket No.:
136
25954216
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
84
74
145.2
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:10/10/14 0534
Vincent Green
230/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 48,560 5 3,860
3 2 4.00 12.57 11/07/14 28
3 3 4.00 12.57 11/07/14 28
3 4 4.00 12.57 11/07/14 28
3 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0609 Plant:
Ticket No.:
136
25954282
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
83
75
147.2
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:10/10/14 0651
Vincent Green
350/500 10
10
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,750 4 4,440
4 2 4.00 12.57 11/07/14 28
4 3 4.00 12.57 11/07/14 28
4 4 4.00 12.57 11/07/14 28
4 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0705
1199
Plant:
Ticket No.:
136
25954373
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.2 3-6
87
74
148.0
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:10/10/14 0757
Vincent Green
450/500 10
10
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 50,060 4 3,980
5 2 4.00 12.57 11/07/14 28
5 3 4.00 12.57 11/07/14 28
5 4 4.00 12.57 11/07/14 28
5 5 4.00 12.57 12/05/14 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.: 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 5CR0001, 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
94141126.0288
10/10/14
11/10/14 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
0256
1185
Plant:
Ticket No.:
136
25954096
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
85
76
145.2
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:10/10/14 0347
Vincent Green
70/500 10
10
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,550 1 4,420
1 2 4.00 12.57 11/07/14 28 67,220 4 5,350
1 3 4.00 12.57 11/07/14 28 66,680 5 5,310
1 4 4.00 12.57 11/07/14 28 62,320 2 4,960
Average (28 days) 5,210
1 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
11/10/14 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
0404
1422
Plant:
Ticket No.:
136
25954155
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
85
75
145.6
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:10/10/14 0445
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 52,110 1 4,150
2 2 4.00 12.57 11/07/14 28 62,000 3 4,930
2 3 4.00 12.57 11/07/14 28 63,390 2 5,040
2 4 4.00 12.57 11/07/14 28 59,260 3 4,720
Average (28 days) 4,900
2 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
11/10/14 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
0455
1192
Plant:
Ticket No.:
136
25954216
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
84
74
145.2
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:10/10/14 0534
Vincent Green
230/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 48,560 5 3,860
3 2 4.00 12.57 11/07/14 28 57,780 2 4,600
3 3 4.00 12.57 11/07/14 28 59,260 3 4,720
3 4 4.00 12.57 11/07/14 28 53,730 4 4,280
Average (28 days) 4,530
3 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
11/10/14 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
0609 Plant:
Ticket No.:
136
25954282
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
83
75
147.2
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:10/10/14 0651
Vincent Green
350/500 10
10
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,750 4 4,440
4 2 4.00 12.57 11/07/14 28 67,330 4 5,360
4 3 4.00 12.57 11/07/14 28 67,290 2 5,360
4 4 4.00 12.57 11/07/14 28 64,450 4 5,130
Average (28 days) 5,280
4 5 4.00 12.57 12/05/14 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
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 5CR0001, 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
94141126.0288
10/10/14
11/10/14 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
0705
1199
Plant:
Ticket No.:
136
25954373
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.2 3-6
87
74
148.0
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:10/10/14 0757
Vincent Green
450/500 10
10
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 50,060 4 3,980
5 2 4.00 12.57 11/07/14 28 60,570 3 4,820
5 3 4.00 12.57 11/07/14 28 62,640 2 4,990
5 4 4.00 12.57 11/07/14 28 61,680 4 4,910
Average (28 days) 4,910
5 5 4.00 12.57 12/05/14 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.: 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 5CR0001, 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
94141126.0288
10/10/14
12/08/14 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
0256
1185
Plant:
Ticket No.:
136
25954096
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
85
76
145.2
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:10/10/14 0347
Vincent Green
70/500 10
10
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,550 1 4,420
1 2 4.00 12.57 11/07/14 28 67,220 4 5,350
1 3 4.00 12.57 11/07/14 28 66,680 5 5,310
1 4 4.00 12.57 11/07/14 28 62,320 2 4,960
Average (28 days) 5,210
1 5 4.00 12.57 12/05/14 56 68,700 5 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 1 of 5CR0001, 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
94141126.0288
10/10/14
12/08/14 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
0404
1422
Plant:
Ticket No.:
136
25954155
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
85
75
145.6
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:10/10/14 0445
Vincent Green
150/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 52,110 1 4,150
2 2 4.00 12.57 11/07/14 28 62,000 3 4,930
2 3 4.00 12.57 11/07/14 28 63,390 2 5,040
2 4 4.00 12.57 11/07/14 28 59,260 3 4,720
Average (28 days) 4,900
2 5 4.00 12.57 12/05/14 56 63,990 4 5,090
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 5CR0001, 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
94141126.0288
10/10/14
12/08/14 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
0455
1192
Plant:
Ticket No.:
136
25954216
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.7 3-6
84
74
145.2
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:10/10/14 0534
Vincent Green
230/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 48,560 5 3,860
3 2 4.00 12.57 11/07/14 28 57,780 2 4,600
3 3 4.00 12.57 11/07/14 28 59,260 3 4,720
3 4 4.00 12.57 11/07/14 28 53,730 4 4,280
Average (28 days) 4,530
3 5 4.00 12.57 12/05/14 56 65,930 6 5,250
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 5CR0001, 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
94141126.0288
10/10/14
12/08/14 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
0609 Plant:
Ticket No.:
136
25954282
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
83
75
147.2
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:10/10/14 0651
Vincent Green
350/500 10
10
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 55,750 4 4,440
4 2 4.00 12.57 11/07/14 28 67,330 4 5,360
4 3 4.00 12.57 11/07/14 28 67,290 2 5,360
4 4 4.00 12.57 11/07/14 28 64,450 4 5,130
Average (28 days) 5,280
4 5 4.00 12.57 12/05/14 56 71,570 2 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
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 5CR0001, 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
94141126.0288
10/10/14
12/08/14 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
0705
1199
Plant:
Ticket No.:
136
25954373
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
4.2 3-6
87
74
148.0
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:10/10/14 0757
Vincent Green
450/500 10
10
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/17/14 7 50,060 4 3,980
5 2 4.00 12.57 11/07/14 28 60,570 3 4,820
5 3 4.00 12.57 11/07/14 28 62,640 2 4,990
5 4 4.00 12.57 11/07/14 28 61,680 4 4,910
Average (28 days) 4,910
5 5 4.00 12.57 12/05/14 56 63,170 4 5,030
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 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 5 of 5CR0001, 11-16-12, Rev.6
FOUNDATION OBSERVATIONS REPORT
Report Number:94141126.0289
Service Date:10/10/14 8901 Carpenter Frwy., Suite 100
Report Date:10/14/14 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 pier observation.
Terracon Rep.: Tyrece Lewis
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 straight shaft pier observation. See the
attached sheet(s) for recorded data.
NOTE:The casing for Pier # 4 got stuck and was unable to be removed. Concrete was left short from the top elevation of concrete due to
the casing getting stuck.
REPORT OF DRILLED PIERS
Project: Park West Crossing - Creek Piers Report No.: 94141126.0289
910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 10/10/14
Project No.: 94141126 Technician: T. Lewis
Driller: Big Dog Drillers Page: 1 of 1
Pier Identification 1 2 3 4
Pier Diameter (in.)24 24 18 18
Top of Ground Elevation (ft.)N/A N/A N/A N/A
Top of Pier Elevation (ft.)N/A N/A N/A N/A
Depth to Bearing Stratum from
Ground (ft.)11.8 7.6 10.6 21.3
Depth of Pier from Ground (ft.)15.8 11.8 14.6 25.3
Required Penetration (ft.)4.0 4.0 4.0 4.0
Actual Penetration (ft.)4.0 4.2 4.0 4.0
Depth from Top of Concrete (ft.)15.8 11.8 14.6 See Note
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.)20.6 20.2 20.5 28.0
Time Drilling was Completed 0935 0946 1025 1203
Time Concrete was Placed 1522 1524 1530 See Note
R940001, 08-05-14 Rev.4
8901 Carpenter Frwy.,Suite #100
Dallas,Texas 75247
(214)630-1010
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
94141126.0290
10/10/14
10/21/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1329
1377
Plant:
Ticket No.:
259
2594925
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
2.3 0-3
92
89
145.0
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:10/10/14 1435
Tyrece Lewis
Cloudy
5/5 5
0
0
Piers #1-#4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Creek Piers, see Foundation
Observations Report No.
94141126.0289, dated 10/10/14, 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 10/17/14 7 58,350 4 4,640
1 2 4.00 12.57 11/07/14 28
1 3 4.00 12.57 11/07/14 28
1 4 4.00 12.57 11/07/14 28
1 5 4.00 12.57 12/05/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0290
10/10/14
11/10/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1329
1377
Plant:
Ticket No.:
259
2594925
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
2.3 0-3
92
89
145.0
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:10/10/14 1435
Tyrece Lewis
Cloudy
5/5 5
0
0
Piers #1-#4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Creek Piers, see Foundation
Observations Report No.
94141126.0289, dated 10/10/14, 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 10/17/14 7 58,350 4 4,640
1 2 4.00 12.57 11/07/14 28 70,270 4 5,590
1 3 4.00 12.57 11/07/14 28 68,030 2 5,410
1 4 4.00 12.57 11/07/14 28 76,300 3 6,070
Average (28 days) 5,690
1 5 4.00 12.57 12/05/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0290
10/10/14
12/05/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1329
1377
Plant:
Ticket No.:
259
2594925
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 5-7
2.3 0-3
92
89
145.0
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:10/10/14 1435
Tyrece Lewis
Cloudy
5/5 5
0
0
Piers #1-#4Sample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Creek Piers, see Foundation
Observations Report No.
94141126.0289, dated 10/10/14, 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 10/17/14 7 58,350 4 4,640
1 2 4.00 12.57 11/07/14 28 70,270 4 5,590
1 3 4.00 12.57 11/07/14 28 68,030 2 5,410
1 4 4.00 12.57 11/07/14 28 76,300 3 6,070
Average (28 days) 5,690
1 5 4.00 12.57 12/05/14 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 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0291
Service Date:10/10/14 8901 Carpenter Frwy., Suite 100
Report Date:10/10/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 dgr
On this date, Terracon's representative arrived at the above referenced job site as scheduled for structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level Framing between Lines A-F/1-5:
1.Perimeter metal deck support angle top side welds to the tilt wall panel embed plates were determined to be compliant.
2.Metal deck installation, puddle welds and side lap screws were determined to be compliant.
B.Building C, Roof Level Framing between Lines G-M/1-4:
1.Column anchor bolts were determined to be compliant.
*2.Joist and girder seat welds, 1 joist was erected at Line M/1, field fix required.
3.Joist seat support lug weldments along Line M/1-4 at the tilt wall panel embed.
*4.Tilt wall panel to pier cap welded connections were determined to be compliant. The north wall leaveout panel was
not complete. This observation included all four wall (entire building) between Lines A-M/1-4.
*Noted discrepancies and/or incomplete work.
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0295
Service Date:10/14/14 8901 Carpenter Frwy., Suite 100
Report Date:10/20/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level Framing:
1.Upon arrival at the project site, Terracon’s representative was informed by the metal deck installer that the
mid-section was not ready for observation at this time.
B.Building C, Roof Level Framing:
1.Upon arrival at project site, Terracon’s representative was informed by the steel erector that the north half
section was not ready for observation at this time.
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
94141126.0296
10/15/14
10/24/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1359
1236
Plant:
Ticket No.:
136
25956380
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
3.9 3-6
88
82
148.0
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:10/15/14 1500
Homero Gonzalez
Clear
10/10 10
0
0
Headwall & Slab @ Line BSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Headwall & Slab @ Lines A, B, & CPlacement 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 10/22/14 7 46,700 2 3,720
1 2 4.00 12.57 11/12/14 28
1 3 4.00 12.57 11/12/14 28
1 4 4.00 12.57 11/12/14 28
1 5 4.00 12.57 12/10/14 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.: Homero Gonzalez
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0296
10/15/14
11/13/14 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1359
1236
Plant:
Ticket No.:
136
25956380
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
3.9 3-6
88
82
148.0
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:10/15/14 1500
Homero Gonzalez
Clear
10/10 10
0
0
Headwall & Slab @ Line BSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Headwall & Slab @ Lines A, B, & CPlacement 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 10/22/14 7 46,700 2 3,720
1 2 4.00 12.57 11/12/14 28 61,400 5 4,890
1 3 4.00 12.57 11/12/14 28 61,610 4 4,900
1 4 4.00 12.57 11/12/14 28 60,390 2 4,810
Average (28 days) 4,870
1 5 4.00 12.57 12/10/14 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.: Homero Gonzalez
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0296
10/15/14
12/10/14 Revision 2 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11524
Redi-Mix
Material Information
1359
1236
Plant:
Ticket No.:
136
25956380
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
3.9 3-6
88
82
148.0
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:10/15/14 1500
Homero Gonzalez
Clear
10/10 10
0
0
Headwall & Slab @ Line BSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Headwall & Slab @ Lines A, B, & CPlacement 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 10/22/14 7 46,700 2 3,720
1 2 4.00 12.57 11/12/14 28 61,400 5 4,890
1 3 4.00 12.57 11/12/14 28 61,610 4 4,900
1 4 4.00 12.57 11/12/14 28 60,390 2 4,810
Average (28 days) 4,870
1 5 4.00 12.57 12/10/14 56 66,030 2 5,260
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.: Homero Gonzalez
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0297
Service Date:10/16/14 8901 Carpenter Frwy., Suite 100
Report Date:10/17/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level Framing @ F-K/1-5:
1.Perimeter metal deck support angle top side welds at the tilt wall panel embed plates were determined to be compliant.
2.Middle section, metal deck installation, puddle welds and side up screws were determined to be compliant.
B.Building C, Roof Level Framing @ A-G/1-4
*1.Column anchor bolts @ G/2 was found to have loose nuts and missing flat washers.
*2.Joist and girder seat welds were determined to be compliant with the exception of a joist seat requiring fixing
at the Northwest corner @ A/1.
*3.Leave out panel erection not complete.
4.Joist bridging was determined to be compliant.
5.Joist seat support lug weldment at line A, tilt wall panel embed plates were determined to be compliant.
*Noted discrepancies and/or incomplete work.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0298
10/16/14
10/23/14
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>/= +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 D, Slab Leaveouts
2129 Approx 200' S of N end of bldg 3' BFG 1 6 114.1 24.2 26.9 89.9 93*
2130 Approx 185' S of N end of bldg 2' BFG 1 6 119.0 26.2 28.2 92.8 96
2131 Approx 210' S of N end of bldg 1' BFG 1 6 116.9 25.5 27.9 91.4 95
2132 Approx 100' S of N end of bldg 1' BFG 1 6 115.9 24.7 27.1 91.2 95
Comments:
Datum:BFG = Below final grade Serial No:24412
Test and/or retest results on this report meet project requirements as noted above.
NOTE: Terracon recommends passing Test #2129 above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
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.: Daniel Jordan
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
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0300
Service Date:10/20/14 8901 Carpenter Frwy., Suite 100
Report Date:10/20/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Building D, Roof Level @ K-P/1-5:
1.Perimeter metal deck support angle top side welds at the tilt wall panel embedded plates were determined to be
compliant.
2.Metal deck installation, puddle welds and side lap screws were determined to be compliant.
3.Reinspection item from report dated 10-18-2014, all column anchor bolt locations @ A-P/1-5 were now
determined to be compliant .
B.Building B, Foundation Level @ A-H/1-4:
*1.Tilt wall panel to pier cap welds, the following locations were noted to be incomplete.
*AA.South Wall, Line H, Leave out panel plus one other location.
C.Building A, Foundation Level @ A-G/1-4:
*1.Tilt wall panels to pier cap welds, the following locations were noted to be incomplete:
*AA.North Wall, Line A, leave out panel.
*BB.East Wall, Line 4, three locations were incomplete near Southeast corner.
*Noted discrepancies and/or incomplete work.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0302
10/20/14
10/23/14
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>/= +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 D, Slab Leaveouts along West Side
2133 75' N of SW corner 2' BFG 1 6 115.4 26.7 30.1 88.7 92
2134 125' N of SW corner 2' BFG 1 6 114.5 24.5 27.2 90.0 94
2135 170' N of SW corner 1' BFG 1 6 113.6 24.9 28.1 88.7 92
2136 225' N of SW corner 1' BFG 1 6 114.5 25.6 28.8 88.9 92
2137 280' N of SW corner FG 1 6 114.6 25.8 29.0 88.8 92
2138 370' N of SW corner FG 1 6 115.7 24.8 27.3 90.9 94
Comments:
Datum: BFG - Below final grade & FG - 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:
Mr. Marvin (Subcontractor)
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.: Kudret Aksu
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:94141126.0303
Service Date:10/21/14 8901 Carpenter Frwy., Suite 100
Report Date:10/29/14 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: 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.
R940004, 07-01-12, Rev.0 Page 1 of 1 sbv
PROJECT DATA
Drawings Utilized:Sheets/Details: C6.01/Paving Details, dated 04-23-2014
Locations/Items Observed:Pavement, see attached sketch
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Length and Shape X Column Tie Spacing &
Type
Bar and Cable Size X Proper Placement X Stirrup Spacing & Type
Bar and Cable Grade X Properly Tied X Cables Properly Wrapped
Rebar and Cables Clean X Dowel Bars in Place Mechanical Splices
Trash & Debris Removed X Proper Supports Lapped Splices X
Number of Bars and
Cables X Proper Cover/Clearance X Proper Drape of Cables
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
94141126.0304
10/21/14
10/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0344
1185
Plant:
Ticket No.:
259
25959560
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.9 3-6
75
63
144.0
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:10/21/14 0440
Vincent Green
40/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,760 1 4,200
1 2 4.00 12.57 11/18/14 28
1 3 4.00 12.57 11/18/14 28
1 4 4.00 12.57 11/18/14 28
1 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
10/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0453
1377
Plant:
Ticket No.:
259
259959633
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.5 3-6
73
62
145.6
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:10/21/14 0554
Vincent Green
140/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,630 6 4,270
2 2 4.00 12.57 11/18/14 28
2 3 4.00 12.57 11/18/14 28
2 4 4.00 12.57 11/18/14 28
2 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
10/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0607
1256
Plant:
Ticket No.:
259
25959700
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
74
61
145.6
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:10/21/14 0656
Vincent Green
240/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 58,620 5 4,670
3 2 4.00 12.57 11/18/14 28
3 3 4.00 12.57 11/18/14 28
3 4 4.00 12.57 11/18/14 28
3 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
10/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0714
1182
Plant:
Ticket No.:
259
25959844
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.7 3-6
77
66
146.8
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:10/21/14 0842
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,440 4 4,250
4 2 4.00 12.57 11/18/14 28
4 3 4.00 12.57 11/18/14 28
4 4 4.00 12.57 11/18/14 28
4 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
10/30/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0950
1182
Plant:
Ticket No.:
259
25960016
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.9 3-6
78
64
146.4
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:10/21/14 1039
Vincent Green
460/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,710 4 4,200
5 2 4.00 12.57 11/18/14 28
5 3 4.00 12.57 11/18/14 28
5 4 4.00 12.57 11/18/14 28
5 5 4.00 12.57 12/16/14 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.: 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 5CR0001, 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
94141126.0304
10/21/14
11/18/14 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
0344
1185
Plant:
Ticket No.:
259
25959560
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.9 3-6
75
63
144.0
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:10/21/14 0440
Vincent Green
40/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,760 1 4,200
1 2 4.00 12.57 11/18/14 28 64,900 4 5,170
1 3 4.00 12.57 11/18/14 28 67,890 4 5,400
1 4 4.00 12.57 11/18/14 28 64,750 4 5,150
Average (28 days) 5,240
1 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/18/14 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
0453
1377
Plant:
Ticket No.:
259
259959633
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.5 3-6
73
62
145.6
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:10/21/14 0554
Vincent Green
140/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,630 6 4,270
2 2 4.00 12.57 11/18/14 28 71,240 4 5,670
2 3 4.00 12.57 11/18/14 28 66,400 5 5,280
2 4 4.00 12.57 11/18/14 28 68,120 4 5,420
Average (28 days) 5,460
2 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/18/14 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
0607
1256
Plant:
Ticket No.:
259
25959700
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
74
61
145.6
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:10/21/14 0656
Vincent Green
240/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 58,620 5 4,670
3 2 4.00 12.57 11/18/14 28 68,130 4 5,420
3 3 4.00 12.57 11/18/14 28 65,360 4 5,200
3 4 4.00 12.57 11/18/14 28 65,420 4 5,210
Average (28 days) 5,280
3 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/18/14 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
0714
1182
Plant:
Ticket No.:
259
25959844
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.7 3-6
77
66
146.8
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:10/21/14 0842
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,440 4 4,250
4 2 4.00 12.57 11/18/14 28 61,800 4 4,920
4 3 4.00 12.57 11/18/14 28 61,150 4 4,870
4 4 4.00 12.57 11/18/14 28 65,310 4 5,200
Average (28 days) 5,000
4 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/18/14 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
0950
1182
Plant:
Ticket No.:
259
25960016
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.9 3-6
78
64
146.4
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:10/21/14 1039
Vincent Green
460/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,710 4 4,200
5 2 4.00 12.57 11/18/14 28
5 3 4.00 12.57 11/18/14 28
5 4 4.00 12.57 11/18/14 28
5 5 4.00 12.57 12/16/14 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.: 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 5CR0001, 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
94141126.0304
10/21/14
11/19/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0344
1185
Plant:
Ticket No.:
259
25959560
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.9 3-6
75
63
144.0
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:10/21/14 0440
Vincent Green
40/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,760 1 4,200
1 2 4.00 12.57 11/18/14 28 64,900 4 5,170
1 3 4.00 12.57 11/18/14 28 67,890 4 5,400
1 4 4.00 12.57 11/18/14 28 64,750 4 5,150
Average (28 days) 5,240
1 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/19/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0453
1377
Plant:
Ticket No.:
259
259959633
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.5 3-6
73
62
145.6
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:10/21/14 0554
Vincent Green
140/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,630 6 4,270
2 2 4.00 12.57 11/18/14 28 71,240 4 5,670
2 3 4.00 12.57 11/18/14 28 66,400 5 5,280
2 4 4.00 12.57 11/18/14 28 68,120 4 5,420
Average (28 days) 5,460
2 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/19/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0607
1256
Plant:
Ticket No.:
259
25959700
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
74
61
145.6
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:10/21/14 0656
Vincent Green
240/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 58,620 5 4,670
3 2 4.00 12.57 11/18/14 28 68,130 4 5,420
3 3 4.00 12.57 11/18/14 28 65,360 4 5,200
3 4 4.00 12.57 11/18/14 28 65,420 4 5,210
Average (28 days) 5,280
3 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/19/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0714
1182
Plant:
Ticket No.:
259
25959844
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.7 3-6
77
66
146.8
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:10/21/14 0842
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,440 4 4,250
4 2 4.00 12.57 11/18/14 28 61,800 4 4,920
4 3 4.00 12.57 11/18/14 28 61,150 4 4,870
4 4 4.00 12.57 11/18/14 28 65,310 4 5,200
Average (28 days) 5,000
4 5 4.00 12.57 12/16/14 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
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 5CR0001, 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
94141126.0304
10/21/14
11/19/14 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0950
1182
Plant:
Ticket No.:
259
25960016
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.9 3-6
78
64
146.4
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:10/21/14 1039
Vincent Green
460/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,710 4 4,200
5 2 4.00 12.57 11/18/14 28 65,520 4 5,210
5 3 4.00 12.57 11/18/14 28 64,850 4 5,160
5 4 4.00 12.57 11/18/14 28 60,110 4 4,780
Average (28 days) 5,050
5 5 4.00 12.57 12/16/14 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.: 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 5CR0001, 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
94141126.0304
10/21/14
12/17/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0344
1185
Plant:
Ticket No.:
259
25959560
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.9 3-6
75
63
144.0
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:10/21/14 0440
Vincent Green
40/500 10
0
0
Sample #1, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,760 1 4,200
1 2 4.00 12.57 11/18/14 28 64,900 4 5,170
1 3 4.00 12.57 11/18/14 28 67,890 4 5,400
1 4 4.00 12.57 11/18/14 28 64,750 4 5,150
Average (28 days) 5,240
1 5 4.00 12.57 12/16/14 56 68,040 3 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
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 5CR0001, 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
94141126.0304
10/21/14
12/17/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0453
1377
Plant:
Ticket No.:
259
259959633
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.5 3-6
73
62
145.6
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:10/21/14 0554
Vincent Green
140/500 10
0
0
Sample #2, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,630 6 4,270
2 2 4.00 12.57 11/18/14 28 71,240 4 5,670
2 3 4.00 12.57 11/18/14 28 66,400 5 5,280
2 4 4.00 12.57 11/18/14 28 68,120 4 5,420
Average (28 days) 5,460
2 5 4.00 12.57 12/16/14 56 68,400 2 5,440
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
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 5CR0001, 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
94141126.0304
10/21/14
12/17/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0607
1256
Plant:
Ticket No.:
259
25959700
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.4 3-6
74
61
145.6
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:10/21/14 0656
Vincent Green
240/500 10
0
0
Sample #3, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 58,620 5 4,670
3 2 4.00 12.57 11/18/14 28 68,130 4 5,420
3 3 4.00 12.57 11/18/14 28 65,360 4 5,200
3 4 4.00 12.57 11/18/14 28 65,420 4 5,210
Average (28 days) 5,280
3 5 4.00 12.57 12/16/14 56 73,950 5 5,890
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 5CR0001, 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
94141126.0304
10/21/14
12/17/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0714
1182
Plant:
Ticket No.:
259
25959844
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.7 3-6
77
66
146.8
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:10/21/14 0842
Vincent Green
350/500 10
0
0
Sample #4, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 53,440 4 4,250
4 2 4.00 12.57 11/18/14 28 61,800 4 4,920
4 3 4.00 12.57 11/18/14 28 61,150 4 4,870
4 4 4.00 12.57 11/18/14 28 65,310 4 5,200
Average (28 days) 5,000
4 5 4.00 12.57 12/16/14 56 65,390 2 5,200
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 5CR0001, 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
94141126.0304
10/21/14
12/17/14 Revision 3 - 56-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0950
1182
Plant:
Ticket No.:
259
25960016
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.9 3-6
78
64
146.4
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:10/21/14 1039
Vincent Green
460/500 10
0
0
Sample #5, see attached sketchSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/28/14 7 52,710 4 4,200
5 2 4.00 12.57 11/18/14 28 65,520 4 5,210
5 3 4.00 12.57 11/18/14 28 64,850 4 5,160
5 4 4.00 12.57 11/18/14 28 60,110 4 4,780
Average (28 days) 5,050
5 5 4.00 12.57 12/16/14 56 68,210 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.: 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 5CR0001, 11-16-12, Rev.6
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0305
10/21/14
10/23/14
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>/= +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 D, Slab Leaveout
2139 100' N & 1' E of SW corner 1' BFG 1 6 117.4 26.3 28.9 91.1 95
2140 150' N & 1' E of Sw corner 1' BFG 1 6 118.2 26.8 29.3 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: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:94141126.0306
Service Date:10/22/14 8901 Carpenter Frwy., Suite 100
Report Date:10/29/14 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: 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.
R940004, 07-01-12, Rev.0 Page 1 of 1 sbv
PROJECT DATA
Drawings Utilized:Sheets/Details: C.6.01/Paving Details, dated 04-23-2014
Locations/Items Observed:Pavement, see attached sketch
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings
Approved X Length and Shape X Column Tie Spacing &
Type
Bar and Cable Size X Proper Placement X Stirrup Spacing & Type
Bar and Cable Grade X Properly Tied X Cables Properly Wrapped
Rebar and Cables Clean X Dowel Bars in Place Mechanical Splices
Trash & Debris Removed X Proper Supports X Lapped Splices X
Number of Bars and
Cables X Proper Cover/Clearance X Proper Drape of Cables
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0347
1391
Plant:
Ticket No.:
259
25960678
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.1 3-6
76
61
142.8
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:10/22/14 0445
Vincent Green
50/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,560 5 3,710
1 2 4.00 12.57 11/19/14 28
1 3 4.00 12.57 11/19/14 28
1 4 4.00 12.57 11/19/14 28
1 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0501
1375
Plant:
Ticket No.:
259
25960762
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.4 3-6
74
59
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:10/22/14 0615
Vincent Green
140/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 42,790 5 3,410
2 2 4.00 12.57 11/19/14 28
2 3 4.00 12.57 11/19/14 28
2 4 4.00 12.57 11/19/14 28
2 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0631
1375
Plant:
Ticket No.:
259
25960881
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.6 3-6
75
62
149.6
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:10/22/14 0750
Vincent Green
240/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,870 4 3,730
3 2 4.00 12.57 11/19/14 28
3 3 4.00 12.57 11/19/14 28
3 4 4.00 12.57 11/19/14 28
3 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0818
1191
Plant:
Ticket No.:
259
25961035
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
78
66
146.8
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:10/22/14 0901
Vincent Green
350/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,470 6 3,300
4 2 4.00 12.57 11/19/14 28
4 3 4.00 12.57 11/19/14 28
4 4 4.00 12.57 11/19/14 28
4 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0946
1287
Plant:
Ticket No.:
259
25961185
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
77
65
145.6
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:10/22/14 1040
Vincent Green
440/580 10
5
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,410 4 3,300
5 2 4.00 12.57 11/19/14 28
5 3 4.00 12.57 11/19/14 28
5 4 4.00 12.57 11/19/14 28
5 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
10/31/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
1147
1433
Plant:
Ticket No.:
259
25961417
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.7 3-6
80
74
146.4
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:10/22/14 1236
Vincent Green
550/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 45,160 4 3,590
6 2 4.00 12.57 11/19/14 28
6 3 4.00 12.57 11/19/14 28
6 4 4.00 12.57 11/19/14 28
6 5 4.00 12.57 12/17/14 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.: 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
94141126.0307
10/22/14
11/20/14 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
0347
1391
Plant:
Ticket No.:
259
25960678
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.1 3-6
76
61
142.8
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:10/22/14 0445
Vincent Green
50/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,560 5 3,710
1 2 4.00 12.57 11/19/14 28 53,650 1 4,270
1 3 4.00 12.57 11/19/14 28 51,190 4 4,070
1 4 4.00 12.57 11/19/14 28 53,990 4 4,300
Average (28 days) 4,210
1 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
11/20/14 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
0501
1375
Plant:
Ticket No.:
259
25960762
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.4 3-6
74
59
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:10/22/14 0615
Vincent Green
140/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 42,790 5 3,410
2 2 4.00 12.57 11/19/14 28 52,930 5 4,210
2 3 4.00 12.57 11/19/14 28 57,020 5 4,540
2 4 4.00 12.57 11/19/14 28 53,300 5 4,240
Average (28 days) 4,330
2 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
11/20/14 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
0631
1375
Plant:
Ticket No.:
259
25960881
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.6 3-6
75
62
149.6
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:10/22/14 0750
Vincent Green
240/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,870 4 3,730
3 2 4.00 12.57 11/19/14 28 52,200 5 4,150
3 3 4.00 12.57 11/19/14 28 56,670 4 4,510
3 4 4.00 12.57 11/19/14 28 61,000 4 4,850
Average (28 days) 4,500
3 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
11/20/14 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
0818
1191
Plant:
Ticket No.:
259
25961035
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
78
66
146.8
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:10/22/14 0901
Vincent Green
350/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,470 6 3,300
4 2 4.00 12.57 11/19/14 28 52,940 1 4,210
4 3 4.00 12.57 11/19/14 28 51,140 5 4,070
4 4 4.00 12.57 11/19/14 28 49,910 4 3,970
Average (28 days) 4,080
4 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
11/20/14 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
0946
1287
Plant:
Ticket No.:
259
25961185
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
77
65
145.6
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:10/22/14 1040
Vincent Green
440/580 10
5
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,410 4 3,300
5 2 4.00 12.57 11/19/14 28 51,770 4 4,120
5 3 4.00 12.57 11/19/14 28 59,150 5 4,710
5 4 4.00 12.57 11/19/14 28 58,080 5 4,620
Average (28 days) 4,480
5 5 4.00 12.57 12/17/14 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
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
94141126.0307
10/22/14
11/20/14 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
1147
1433
Plant:
Ticket No.:
259
25961417
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.7 3-6
80
74
146.4
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:10/22/14 1236
Vincent Green
550/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 45,160 4 3,590
6 2 4.00 12.57 11/19/14 28 53,670 4 4,270
6 3 4.00 12.57 11/19/14 28 53,460 5 4,250
6 4 4.00 12.57 11/19/14 28 51,220 4 4,080
Average (28 days) 4,200
6 5 4.00 12.57 12/17/14 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.: 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
94141126.0307
10/22/14
12/18/14 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
0347
1391
Plant:
Ticket No.:
259
25960678
Field Test Data
Test
Air Content (%):
Result Specification
4 3/4 3-5
5.1 3-6
76
61
142.8
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:10/22/14 0445
Vincent Green
50/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,560 5 3,710
1 2 4.00 12.57 11/19/14 28 53,650 1 4,270
1 3 4.00 12.57 11/19/14 28 51,190 4 4,070
1 4 4.00 12.57 11/19/14 28 53,990 4 4,300
Average (28 days) 4,210
1 5 4.00 12.57 12/17/14 56 57,040 4 4,540
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
94141126.0307
10/22/14
12/18/14 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
0501
1375
Plant:
Ticket No.:
259
25960762
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.4 3-6
74
59
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:10/22/14 0615
Vincent Green
140/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 42,790 5 3,410
2 2 4.00 12.57 11/19/14 28 52,930 5 4,210
2 3 4.00 12.57 11/19/14 28 57,020 5 4,540
2 4 4.00 12.57 11/19/14 28 53,300 5 4,240
Average (28 days) 4,330
2 5 4.00 12.57 12/17/14 56 62,720 2 4,990
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 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
94141126.0307
10/22/14
12/18/14 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
0631
1375
Plant:
Ticket No.:
259
25960881
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
4.6 3-6
75
62
149.6
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:10/22/14 0750
Vincent Green
240/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 46,870 4 3,730
3 2 4.00 12.57 11/19/14 28 52,200 5 4,150
3 3 4.00 12.57 11/19/14 28 56,670 4 4,510
3 4 4.00 12.57 11/19/14 28 61,000 4 4,850
Average (28 days) 4,500
3 5 4.00 12.57 12/17/14 56 62,210 4 4,950
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
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
94141126.0307
10/22/14
12/18/14 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
0818
1191
Plant:
Ticket No.:
259
25961035
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
4.5 3-6
78
66
146.8
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:10/22/14 0901
Vincent Green
350/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,470 6 3,300
4 2 4.00 12.57 11/19/14 28 52,940 1 4,210
4 3 4.00 12.57 11/19/14 28 51,140 5 4,070
4 4 4.00 12.57 11/19/14 28 49,910 4 3,970
Average (28 days) 4,080
4 5 4.00 12.57 12/17/14 56 59,530 3 4,740
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
94141126.0307
10/22/14
12/18/14 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
0946
1287
Plant:
Ticket No.:
259
25961185
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.5 3-6
77
65
145.6
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:10/22/14 1040
Vincent Green
440/580 10
5
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 41,410 4 3,300
5 2 4.00 12.57 11/19/14 28 51,770 4 4,120
5 3 4.00 12.57 11/19/14 28 59,150 5 4,710
5 4 4.00 12.57 11/19/14 28 58,080 5 4,620
Average (28 days) 4,480
5 5 4.00 12.57 12/17/14 56 59,920 3 4,770
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 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
94141126.0307
10/22/14
12/18/14 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
1147
1433
Plant:
Ticket No.:
259
25961417
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
4.7 3-6
80
74
146.4
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:10/22/14 1236
Vincent Green
550/580 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Pavement, see attached sketchPlacement 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 10/29/14 7 45,160 4 3,590
6 2 4.00 12.57 11/19/14 28 53,670 4 4,270
6 3 4.00 12.57 11/19/14 28 53,460 5 4,250
6 4 4.00 12.57 11/19/14 28 51,220 4 4,080
Average (28 days) 4,200
6 5 4.00 12.57 12/17/14 56 57,180 5 4,550
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
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0309
Service Date:10/22/14 8901 Carpenter Frwy., Suite 100
Report Date:10/23/14 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: Structural steel observations.
Terracon Rep.: Randy T. Walcker, C.W.I.
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 structural steel observations. A visual
observation was performed as noted below.
A.Building B, Roof Level, Framing @ A-H/1-4:
1.Column anchor bolts were determined to be compliant.
2.Joist and girder seat welds were determined to be compliant.
3.Joist bridging was determined to be compliant.
4.Joist seat support lug weldments at the tilt wall panel embed plates were determined to be compliant.
NOTE:South wall leave out panel bay, structural steel items not erected at this time.
*Noted discrepancies and/or incomplete work.
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0310
10/22/14
10/23/14
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
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)
Building D, SW corner, Interior Panel Leaveouts
2141 1' N & 10' E 1' BFG 2 6 117.9 25.5 27.6 92.4 96
2142 1' N & 70' E 1' BFG 2 6 117.9 25.9 28.1 92.0 96
2143 1' N & 110' E 1' BFG 2 6 118.0 25.3 27.3 92.7 96
2144 40' N & 1' E Final 3 6 110.2 25.8 30.6 84.4 97
Comments:
Datum:BFG = Below final grade Serial No:21426
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.: Paul Butler
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:94141126.0312
Service Date:10/23/14 8901 Carpenter Frwy., Suite 100
Report Date:10/28/14 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.: Tyrece Lewis
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/DetailsC6.01/Paving Details, dated 04-23-2014
Locations/Items Observed:Building D, Slab Leaveouts, see attached sketch
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
94141126.0313
10/23/14
11/04/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0644
1377
Plant:
Ticket No.:
P259
25961981
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
78
64
151.9
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:10/23/14 0736
Tyrece Lewis
N/A (Inside)
30/200 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 61,910 5 4,930
1 2 4.00 12.57 11/20/14 28
1 3 4.00 12.57 11/20/14 28
1 4 4.00 12.57 11/20/14 28
1 5 4.00 12.57 12/18/14 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
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0313
10/23/14
11/04/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0837
1393
Plant:
Ticket No.:
P259
25962135
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.1 0-3
79
65
148.7
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:10/23/14 0925
Tyrece Lewis
N/A (inside)
100/200 10
10
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 60,890 4 4,850
2 2 4.00 12.57 11/20/14 28
2 3 4.00 12.57 11/20/14 28
2 4 4.00 12.57 11/20/14 28
2 5 4.00 12.57 12/18/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0313
10/23/14
11/21/14 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
1377
Plant:
Ticket No.:
P259
25961981
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
78
64
151.9
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:10/23/14 0736
Tyrece Lewis
N/A (Inside)
30/200 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 61,910 5 4,930
1 2 4.00 12.57 11/20/14 28 73,210 4 5,830
1 3 4.00 12.57 11/20/14 28 75,880 2 6,040
1 4 4.00 12.57 11/20/14 28 75,720 5 6,030
Average (28 days) 5,970
1 5 4.00 12.57 12/18/14 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
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0313
10/23/14
11/21/14 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
0837
1393
Plant:
Ticket No.:
P259
25962135
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.1 0-3
79
65
148.7
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:10/23/14 0925
Tyrece Lewis
N/A (inside)
100/200 10
10
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 60,890 4 4,850
2 2 4.00 12.57 11/20/14 28 72,570 2 5,780
2 3 4.00 12.57 11/20/14 28 73,670 5 5,860
2 4 4.00 12.57 11/20/14 28 75,280 4 5,990
Average (28 days) 5,880
2 5 4.00 12.57 12/18/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0313
10/23/14
12/19/14 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
1377
Plant:
Ticket No.:
P259
25961981
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
78
64
151.9
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:10/23/14 0736
Tyrece Lewis
N/A (Inside)
30/200 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 61,910 5 4,930
1 2 4.00 12.57 11/20/14 28 73,210 4 5,830
1 3 4.00 12.57 11/20/14 28 75,880 2 6,040
1 4 4.00 12.57 11/20/14 28 75,720 5 6,030
Average (28 days) 5,970
1 5 4.00 12.57 12/18/14 56 82,620 2 6,580
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
Structure Tone Southwest
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0313
10/23/14
12/19/14 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
0837
1393
Plant:
Ticket No.:
P259
25962135
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
2.1 0-3
79
65
148.7
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:10/23/14 0925
Tyrece Lewis
N/A (inside)
100/200 10
10
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 10/30/14 7 60,890 4 4,850
2 2 4.00 12.57 11/20/14 28 72,570 2 5,780
2 3 4.00 12.57 11/20/14 28 73,670 5 5,860
2 4 4.00 12.57 11/20/14 28 75,280 4 5,990
Average (28 days) 5,880
2 5 4.00 12.57 12/18/14 56 83,560 3 6,650
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2CR0001, 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
94141126.0315
10/23/14
11/04/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0851
1183
Plant:
Ticket No.:
236
25962141
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.2 3-6
80
65
150.3
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:10/23/14 0948
Tyrece Lewis
Partly cloudy, light rain
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Freeport Parkway Turn Lane, see
attached sketch
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 10/30/14 7 52,790 4 4,200
1 2 4.00 12.57 11/20/14 28
1 3 4.00 12.57 11/20/14 28
1 4 4.00 12.57 11/20/14 28
1 5 4.00 12.57 12/18/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0315
10/23/14
11/21/14 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
0851
1183
Plant:
Ticket No.:
236
25962141
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.2 3-6
80
65
150.3
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:10/23/14 0948
Tyrece Lewis
Partly cloudy, light rain
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Freeport Parkway Turn Lane, see
attached sketch
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 10/30/14 7 52,790 4 4,200
1 2 4.00 12.57 11/20/14 28 66,800 5 5,320
1 3 4.00 12.57 11/20/14 28 66,790 4 5,320
1 4 4.00 12.57 11/20/14 28 66,260 4 5,270
Average (28 days) 5,300
1 5 4.00 12.57 12/18/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0315
10/23/14
12/19/14 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
0851
1183
Plant:
Ticket No.:
236
25962141
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.2 3-6
80
65
150.3
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:10/23/14 0948
Tyrece Lewis
Partly cloudy, light rain
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Freeport Parkway Turn Lane, see
attached sketch
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 10/30/14 7 52,790 4 4,200
1 2 4.00 12.57 11/20/14 28 66,800 5 5,320
1 3 4.00 12.57 11/20/14 28 66,790 4 5,320
1 4 4.00 12.57 11/20/14 28 66,260 4 5,270
Average (28 days) 5,300
1 5 4.00 12.57 12/18/14 56 71,400 2 5,680
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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:
94141126.0316
10/23/14
10/28/14
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 D, East Wall, Leaveout Slab Area
2145 Approximately 150' N of S
corner
3' BFG 1 6 117.7 26.0 28.3 91.7 95
2146 Approximately 220' N of S
corner
2' BFG 1 6 118.2 25.3 27.2 92.9 97
2147 Approximately 300' N of S
corner
1' BFG 1 6 116.4 25.1 27.5 91.3 95
2148 Approximately 150' N of S
corner
1' BFG 1 6 116.5 24.7 26.9 91.8 95*
Comments:
Datum: BFG - Below final grade Serial No:24412
Test and/or retest results on this report meet project requirements as noted above.
Recommend Passing Test # 2148 above.
Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Services:
Reported To:
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.: Daniel Jordan
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
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:94141126.0321
Service Date:10/24/14 8901 Carpenter Frwy., Suite 100
Report Date:10/29/14 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: Structural steel observations.
Terracon Rep.: Oscar R. Esparza, Jr., CWI 00020341
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 dgr
On this date, Terracon's representative arrived at the above referenced job site as scheduled for structural steel observations. A visual
observation was performed as noted below.
A.Building C, Roof Level Framing:
1.Perimeter metal deck support angle top side welds to the tilt wall panel embed plates were determined to be compliant.
2.Metal deck installation puddle welds and side lap screws were determined to be compliant.
GRADATION REPORT
Report Number:94141126.0322
Service Date:10/24/14 8901 Carpenter Frwy., Suite 100
Report Date:10/30/14 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: 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.3 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:TEX 101-E, Part III Sample Condition: Field Moist
TEST LOCATION:South of Bldg. C
TEST
NO.LOCATION 1 3/4” SIEVE
% PASSING
#4 SIEVE
% PASSING
1 30’ S & 10’ W of SW corner 100 64
2 30’ S & 50’ E of SW corner 100 65
3 10’ N & 30’ E of SE corner 100 65
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0323
10/25/14
10/30/14
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
95-1/+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)
SW corner of Building C, Pavement
2149 30' S & 10' W Final 1 6 113.6 27.7 32.3 85.9 99
2150 30' S & 50' E Final 1 6 115.8 28.5 32.6 87.3 100+
SE corner of Building C, Pavement
2151 10' N & 30' E Final 1 6 114.4 27.7 31.9 86.7 100
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:94141126.0324
Service Date:10/27/14 8901 Carpenter Frwy., Suite 100
Report Date:11/03/14 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.: Tyrece Lewis
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: C6.01/Pavement Details, dated 04-23-2014
Locations/Items Observed:Sidewalks at turn lane on Freeport Parkway;
Building D, Slab Leavouts, see attached sketch
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
94141126.0325
10/27/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
140P25P1
Redi-Mix
Material Information
0716
1192
Plant:
Ticket No.:
136
25964057
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
80
81
151.9
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:10/27/14 0817
Tyrece Lewis
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 11/03/14 7 58,930 4 4,690
1 2 4.00 12.57 11/24/14 28
1 3 4.00 12.57 11/24/14 28
1 4 4.00 12.57 11/24/14 28
1 5 4.00 12.57 12/22/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
'"~TERRACON REPORT NO.
j ,"I,:,q~'~Hill O~ZS
------'1.7 j-~t-'-'=_____~__~0 -Z.7 -/".)i \
::"'=,.:-.-'s-----
,
~i·
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~
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-,,-
'O-
r=:-
~BLDG.A
BLDG.D
•
o 3~GO 90 "20
I ,-
-"c-
~LEGEND
E:ill ~,~~~I(=~';8~C2~~
WITH 6"LIME STA8~<ZAno~
,-----,6'TllICI';HIOO FSI CO"lC't.HIOL--.J VI1TH~3SARSON'8"O,CE-W
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
94141126.0325
10/27/14
11/24/14 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
0716
1192
Plant:
Ticket No.:
136
25964057
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
80
81
151.9
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:10/27/14 0817
Tyrece Lewis
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 11/03/14 7 58,930 4 4,690
1 2 4.00 12.57 11/24/14 28 67,680 2 5,390
1 3 4.00 12.57 11/24/14 28 72,800 2 5,790
1 4 4.00 12.57 11/24/14 28 69,170 2 5,500
Average (28 days) 5,560
1 5 4.00 12.57 12/22/14 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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
'"~TERRACON REPORT NO.
j ,"I,:,q~'~Hill O~ZS
------'1.7 j-~t-'-'=_____~__~0 -Z.7 -/".)i \
::"'=,.:-.-'s-----
,
~i·
1+1-·
I
.J I ,H--~,
~
,
I I "1.r r 0 ~'"
,i I~,,-z,'-\!/P.,
-,,-
'O-
r=:-
~BLDG.A
BLDG.D
•
o 3~GO 90 "20
I ,-
-"c-
~LEGEND
E:ill ~,~~~I(=~';8~C2~~
WITH 6"LIME STA8~<ZAno~
,-----,6'TllICI';HIOO FSI CO"lC't.HIOL--.J VI1TH~3SARSON'8"O,CE-W
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
94141126.0325
10/27/14
12/23/14 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
0716
1192
Plant:
Ticket No.:
136
25964057
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
1.9 0-3
80
81
151.9
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:10/27/14 0817
Tyrece Lewis
40/100 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Building D, Slab Leaveouts, see
attached sketch
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 11/03/14 7 58,930 4 4,690
1 2 4.00 12.57 11/24/14 28 67,680 2 5,390
1 3 4.00 12.57 11/24/14 28 72,800 2 5,790
1 4 4.00 12.57 11/24/14 28 69,170 2 5,500
Average (28 days) 5,560
1 5 4.00 12.57 12/22/14 56 74,500 2 5,930
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
'"~TERRACON REPORT NO.
j ,"I,:,q~'~Hill O~ZS
------'1.7 j-~t-'-'=_____~__~0 -Z.7 -/".)i \
::"'=,.:-.-'s-----
,
~i·
1+1-·
I
.J I ,H--~,
~
,
I I "1.r r 0 ~'"
,i I~,,-z,'-\!/P.,
-,,-
'O-
r=:-
~BLDG.A
BLDG.D
•
o 3~GO 90 "20
I ,-
-"c-
~LEGEND
E:ill ~,~~~I(=~';8~C2~~
WITH 6"LIME STA8~<ZAno~
,-----,6'TllICI';HIOO FSI CO"lC't.HIOL--.J VI1TH~3SARSON'8"O,CE-W
FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94141126.0326
10/27/14
11/03/14
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>/= +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)
Building C, Interior Panel Backfill
2158 10' N & 1' W of SE corner 2' BFG 1 6 114.8 25.6 28.7 89.2 94
2159 110' N & 1' W of SE corner 2' BFG 1 6 115.2 25.6 28.6 89.6 94
2160 200' N & 1' W of SE corner 2' BFG 1 6 114.1 25.7 29.1 88.4 93
2161 280' N & 1' W of SE corner 2' BFG 1 6 115.0 25.5 28.5 89.5 94
2162 360' N & 1' W of SE corner 2' BFG 1 6 114.9 26.1 29.4 88.8 93
2163 370' N & 1' W of SE corner 1' BFG 1 6 114.9 26.3 29.7 88.6 93
2164 440' N & 1' W of SE corner 1' BFG 1 6 115.0 25.8 28.9 89.2 94
Comments:
Datum: BFG - Below final grade Serial No:21426
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.: Paul Butler
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
94141126.0327
10/27/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
1346
1396
Plant:
Ticket No.:
136
25964023
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.9 3-6
81
82
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:10/27/14 1440
Tyrece Lewis
Partly cloudy
10/10 10
20
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Sidewalks, see attached sketchPlacement 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 11/03/14 7 52,760 5 4,200
1 2 4.00 12.57 11/24/14 28
1 3 4.00 12.57 11/24/14 28
1 4 4.00 12.57 11/24/14 28
1 5 4.00 12.57 12/22/14 56
Comments:Not tested for plastic unit weight.
NOTE: Red clay added to cement mixture.
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0327
10/27/14
11/24/14 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
1346
1396
Plant:
Ticket No.:
136
25964023
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.9 3-6
81
82
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:10/27/14 1440
Tyrece Lewis
Partly cloudy
10/10 10
20
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Sidewalks, see attached sketchPlacement 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 11/03/14 7 52,760 5 4,200
1 2 4.00 12.57 11/24/14 28 58,880 5 4,690
1 3 4.00 12.57 11/24/14 28 55,740 3 4,440
1 4 4.00 12.57 11/24/14 28 57,290 5 4,560
Average (28 days) 4,560
1 5 4.00 12.57 12/22/14 56
Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit
weight.
NOTE: Red clay added to cement mixture.
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0327
10/27/14
12/23/14 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
1346
1396
Plant:
Ticket No.:
136
25964023
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
3.9 3-6
81
82
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:10/27/14 1440
Tyrece Lewis
Partly cloudy
10/10 10
20
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Sidewalks, see attached sketchPlacement 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 11/03/14 7 52,760 5 4,200
1 2 4.00 12.57 11/24/14 28 58,880 5 4,690
1 3 4.00 12.57 11/24/14 28 55,740 3 4,440
1 4 4.00 12.57 11/24/14 28 57,290 5 4,560
Average (28 days) 4,560
1 5 4.00 12.57 12/22/14 56 61,850 2 4,920
Comments:Compressive strength of 56 day cylinders complies with the specified strength. Not tested for plastic unit weight.
NOTE: Red clay added to cement mixture.
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.: Tyrece Lewis
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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:
94141126.0328
10/24/14
10/30/14
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
95-1/+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)
Paving
2152 30' S & 20' E of NE corner of
bldg. A
Final 1 6 120.5 22.7 23.2 97.8 100+
2153 110' S & 20' E of NE corner of
bldg. A
Final 1 6 118.7 22.2 23.0 96.5 100
2154 30' S & 20' E of NE corner of
bldg. B
Final 1 6 118.8 22.8 23.8 96.0 100
2155 120' S & 20' E of NE corner of
bldg. B
Final 1 6 118.9 23.2 24.2 95.7 99
2156 30' S & 20' E of NE corner of
bldg. C
Final 1 6 118.6 22.7 23.7 95.9 100
2157 150' S & 20' E of NE corner of
bldg. C
Final 1 6 119.5 22.7 23.5 96.8 100+
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:94141126.0329
Service Date:10/28/14 8901 Carpenter Frwy., Suite 100
Report Date:11/04/14 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.: Jose Delgado
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: C6.01
Locations/Items Observed:Building C, West side, Pavement
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 X
Bar Size X Proper Bar Placement X Stirrup Spacing & Type X
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
94141126.0330
10/28/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0307
1182
Plant:
Ticket No.:
136
25964854
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
6.2 3-6
79
71
144.7
*
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0340
Jose Delgado
Cloudy
60/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 55,800 2 4,440
1 2 4.00 12.57 11/25/14 28
1 3 4.00 12.57 11/25/14 28
1 4 4.00 12.57 11/25/14 28
1 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0407
1430
Plant:
Ticket No.:
136
25964890
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.8 3-6
80
73
146.3
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:10/28/14 0446
Jose Delgado
Cloudy
150/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 63,770 3 5,080
2 2 4.00 12.57 11/25/14 28
2 3 4.00 12.57 11/25/14 28
2 4 4.00 12.57 11/25/14 28
2 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0533
1445
Plant:
Ticket No.:
136
25964947
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.8 3-6
80
75
145.5
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:10/28/14 0608
Jose Delgado
Cloudy
240/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 64,080 6 5,100
3 2 4.00 12.57 11/25/14 28
3 3 4.00 12.57 11/25/14 28
3 4 4.00 12.57 11/25/14 28
3 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/10/14
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
10L11504
Redi-Mix
Material Information
0714
1183
Plant:
Ticket No.:
136
25965037
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
5.5 3-6
79
69
149.5
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0749
Jose Delgado
Partly cloudy
320/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 58,610 2 4,660
4 2 4.00 12.57 11/25/14 28
4 3 4.00 12.57 11/25/14 28
4 4 4.00 12.57 11/25/14 28
4 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
·~<>.3!--I-.s::}\J -r-.-\-'-l~-<:<:!:)-'"'.0
----..
"
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
94141126.0330
10/28/14
11/25/14 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
0307
1182
Plant:
Ticket No.:
136
25964854
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
6.2 3-6
79
71
144.7
*
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0340
Jose Delgado
Cloudy
60/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 55,800 2 4,440
1 2 4.00 12.57 11/25/14 28 64,970 4 5,170
1 3 4.00 12.57 11/25/14 28 65,980 4 5,250
1 4 4.00 12.57 11/25/14 28 65,620 4 5,220
Average (28 days) 5,210
1 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/25/14 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
0407
1430
Plant:
Ticket No.:
136
25964890
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.8 3-6
80
73
146.3
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:10/28/14 0446
Jose Delgado
Cloudy
150/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 63,770 3 5,080
2 2 4.00 12.57 11/25/14 28 77,300 1 6,150
2 3 4.00 12.57 11/25/14 28 76,320 4 6,070
2 4 4.00 12.57 11/25/14 28 78,660 4 6,260
Average (28 days) 6,160
2 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/25/14 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
0533
1445
Plant:
Ticket No.:
136
25964947
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.8 3-6
80
75
145.5
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:10/28/14 0608
Jose Delgado
Cloudy
240/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 64,080 6 5,100
3 2 4.00 12.57 11/25/14 28 72,820 1 5,800
3 3 4.00 12.57 11/25/14 28 74,430 1 5,920
3 4 4.00 12.57 11/25/14 28 74,930 4 5,960
Average (28 days) 5,890
3 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
11/25/14 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
0714
1183
Plant:
Ticket No.:
136
25965037
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
5.5 3-6
79
69
149.5
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0749
Jose Delgado
Partly cloudy
320/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 58,610 2 4,660
4 2 4.00 12.57 11/25/14 28 65,200 4 5,190
4 3 4.00 12.57 11/25/14 28 67,490 4 5,370
4 4 4.00 12.57 11/25/14 28 70,010 4 5,570
Average (28 days) 5,380
4 5 4.00 12.57 12/23/14 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
·~<>.3!--I-.s::}\J -r-.-\-'-l~-<:<:!:)-'"'.0
----..
"
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
94141126.0330
10/28/14
12/24/14 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
0307
1182
Plant:
Ticket No.:
136
25964854
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
6.2 3-6
79
71
144.7
*
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0340
Jose Delgado
Cloudy
60/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 55,800 2 4,440
1 2 4.00 12.57 11/25/14 28 64,970 4 5,170
1 3 4.00 12.57 11/25/14 28 65,980 4 5,250
1 4 4.00 12.57 11/25/14 28 65,620 4 5,220
Average (28 days) 5,210
1 5 4.00 12.57 12/23/14 56 71,250 4 5,670
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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
12/24/14 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
0407
1430
Plant:
Ticket No.:
136
25964890
Field Test Data
Test
Air Content (%):
Result Specification
5 3-5
5.8 3-6
80
73
146.3
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:10/28/14 0446
Jose Delgado
Cloudy
150/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 63,770 3 5,080
2 2 4.00 12.57 11/25/14 28 77,300 1 6,150
2 3 4.00 12.57 11/25/14 28 76,320 4 6,070
2 4 4.00 12.57 11/25/14 28 78,660 4 6,260
Average (28 days) 6,160
2 5 4.00 12.57 12/23/14 56 87,200 4 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
12/24/14 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
0533
1445
Plant:
Ticket No.:
136
25964947
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.8 3-6
80
75
145.5
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:10/28/14 0608
Jose Delgado
Cloudy
240/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 64,080 6 5,100
3 2 4.00 12.57 11/25/14 28 72,820 1 5,800
3 3 4.00 12.57 11/25/14 28 74,430 1 5,920
3 4 4.00 12.57 11/25/14 28 74,930 4 5,960
Average (28 days) 5,890
3 5 4.00 12.57 12/23/14 56 79,690 4 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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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
94141126.0330
10/28/14
12/24/14 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
0714
1183
Plant:
Ticket No.:
136
25965037
Field Test Data
Test
Air Content (%):
Result Specification
5 3/4 3-5
5.5 3-6
79
69
149.5
*
* = Field Test Results do not meet project specifications.
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:10/28/14 0749
Jose Delgado
Partly cloudy
320/350 10
0
0
See Placement LocationSample Location:
Placement Method:Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Paving at west side of Building C, see
attached sketch
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 11/04/14 7 58,610 2 4,660
4 2 4.00 12.57 11/25/14 28 65,200 4 5,190
4 3 4.00 12.57 11/25/14 28 67,490 4 5,370
4 4 4.00 12.57 11/25/14 28 70,010 4 5,570
Average (28 days) 5,380
4 5 4.00 12.57 12/23/14 56 73,500 4 5,850
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.: Jose Delgado
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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