Service Star-LR061206
FIELD DENSITY TESTING
Report Number: 94061329.0025
Service Date: November 7, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Material
No.
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
20.6 98.6
Project Requirements
Material Information
Laboratory
Test Method
Water
Content
(%)
>/= +4
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Field Test Data
Test
No.
92
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
N half of E Bldg. Pad, Excavated Surface
71 10' S & 10' E of NW corner
72 5' S & 20' W of NE corner
8' 10" BFF 1
8' 10" BFF 1
6
6
28.9
26.6
91.0
93.5
92
95
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Cappel! TX
(1) Cily of Coppel! TX
(1) ICI Construction Inc
(1) ICI Conslruction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fa the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07-PDRIR01.Fulure Kev
FIELD DENSITY TESTING
Report Number: 94061329.0026
Service Date: November 8, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Material Laboratory
No Test Method
1 613290002 ASTM D 698
Field Test Data
Test
No.
Description and Classification
Dark brown clay
LiW
Elev.
Test Location
N half of E Bldg. Pad, Moisture Conditioned
73 15' S & 15' E of NW cor. of Bldg.
74 15' S & 15' E of NW cor. of Bldg.
75 15' S & 15' E of NW cor. of Bldg.
76 10' S & 10' W of NE cor. of Bldg.
77 10' S & 10' W of NE cor. of Bldg.
78 10' S & 10' W of NE cor. of Bldg.
7' 10" BFF
6' 10" BFF
5' 10" BFF
7' 10" BFF
6' 10" BFF
5' 10" BFF
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
20.6 98.6
Proiect Requirements
Water
Content
(%)
>/= +4
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pct)
6
6
6
6
6
6
26.6
24.7
24.8
25.3
24.9
26.3
90.6
92.5
92.9
91.8
92.7
90.9
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
92
94
94
93
94
92
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Conslruclion Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
?- ~.~
Lyndon J. Cfi{, P.E.
Principal Elf9ineer
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07.PDRIR07-Fulure Key
FIELD DENSITY TESTING
Report Number: 94061329.0027
Service Date: November 9, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
December 06,2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Material
No.
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Material Information
Laboratory
Test Method
Water
Content
(%)
>/= +4
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Field Test Data
Test
No.
92
Test Location
LifU
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
N half of E Bldg. Pad, Moisture Conditioned
79 20' S & 20'E of NW corner
80 5' S & 20' W of NE corner
4' 10" BFF
4' 10" BFF
1
1
6
6
25.7
26.3
91.0
91.9
92
93
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pale Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiv for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07.PDRIR07.Futur~Kel'
FIELD DENSITY TESTING
Report Number: 94061329.0028
Service Date: November 10, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
SeNiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Material
No.
Laboratory
Test Method
Description and Classification
Dark brown clay
1 613290002 ASTM D 698
Field Test Data
Test
No.
Lift!
Elev.
Test Location
N half of E Bldg. Pad, Moisture Conditioned
81 5' S & 5' E of NW corner
82 5' S & 5' E of NW corner
83 15' S & 30' W of NE corner
84 15' S & 30' Wof NE corner
3' 10" BFF
2' 10" BFF
3' 10" BFF
2' 10" BFF
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Water
Content
(%)
>/= +4
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
6
6
6
6
25.2
27.0
26.3
26.9
92.3
91.0
91.6
91.9
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
94
92
93
93
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Conslruction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
E;/
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07-PDRIR07.Fulure Key
FIELD DENSITY TESTING
Report Number: 94061329.0029
Service Date: November 11, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Material
No.
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Material Information
Laboratory
Test Method
Water
Content
(%)
>/= +4
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Field Test Data
Test
No.
92
Test Location
LiW
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
N half of E Bldg. Pad, Moisture Conditioned
85 5' S & 5' E of NW corner
86 10' S & 20' W of NE corner
1'10" BFF
1'10" BFF
6
6
24.9
25.3
93.2
92.5
95
94
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) lei Construclion Inc
(1) ICI Conslruction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusi Iy for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07_PDR/R07.Fulure K~y
FIELD DENSITY TESTING
Report Number: 94061329.0030
Service Date: November 13, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Material Information
Material
No.
Laboratory
Test Method
Water
Content
(%)
Minimum Dry
Unit Weight
(% compaction)
1 613290002 ASTM D 698
Field Test Data
Test
No.
>/= +4
92
Test Location
LifU
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
S half of E Bldg. Pad, Excavated Surface
87 5' N & 10' E of SW corenr
88 15' N & 35' E of SW corner
89 10' N & 10' W of SE corner
8' 10" BFF 1
8' 10" BFF 1
8' 10" BFF 1
6
6
6
26.9
28.0
25.2
91.5
90.4
93.0
93
92
94
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method ASTM D-2922, ASTM 0-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppel! TX
(1) City of Coppel! TX
(1) I C I Construction I nc
(1) ICI Construction Inc
(1) Pale Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively or the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07-PORIR07.Future Key
a -----~-~ -- '"..--"-.. 1 --
FIELD DENSITY TESTING
Report Number: 94061329.0031
Service Date: November 14, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Material
No.
Laboratory
Test Method
Description and Classification
Dark brown clay
1 613290002 ASTM D 698
Field Test Data
Test
No.
Test Location
S half of E Bldg. Pad, Moisture Conditioned
90 10' N & 5' E of SW corner
91 10' N & 5' E of SW corner
92 10' N & 5' E of SW corner
93 15' N & 35' E of SW corner
94 15' N & 35' E of SW corner
95 15' N & 35' E of SW corner
96 10' N & 10' W of SE corner
97 10' N & 10' W of SE corner
98 10' N & 10' W of SE corner
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Water
Content
(%)
>/= +4
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
7' 10" BFF
6' 10" BFF
5' 10" BFF
7' 10" BFF
6' 10" BFF
5' 10" BFF
7' 10" BFF
6' 10" BFF
5' 10" BFF
1
1
1
1
1
1
1
1
1
6
6
6
6
6
6
6
6
6
25.5
26.7
25.3
27.9
27.0
26.7
27.2
24.8
26.8
93.4
92.3
91.9
92.2
90.8
91.5
92.3
93.9
92.7
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
95
94
93
94
92
93
94
95
94
Datum: BFF = Below Finish Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Field Results Reported To: Superintendent
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusiv I for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
Q7-PDRIR07-Future Ke)'
FIELD DENSITY TESTING
Report Number: 94061329.0032
Service Date: November 15, 2006
1 rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Material Laboratory
No. Test Method
1 613290002 ASTM D 698
Field Test Data
Test
No.
Description and Classification
Dark brown clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Proiect Requirements
Water
Content
(%)
>/= +4
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Test Location
S half of E Bldg. Pad, Moisture Conditioned
99 5' N & 20' E of SW corner of building
100 5' N & 20' E of SW corner of building
101 25' N & 55' E of SW corner of building
102 25' N & 55' E of SW corner of building
103 15' N & 20' W of SE corner of building
104 15' N & 20' W of SE corner of building
4' 10" BFF
3' 10" BFF
4' 10" BFF
3' 10" BFF
4' 10" BFF
3' 10" BFF
1
1
1
1
1
1
6
6
6
6
6
6
25.5
25.0
24.9
26.2
25.9
26.8
93.4
93.0
94.3
92.8
94.1
92.5
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
95
94
96
94
95
94
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Cappel! TX
(1) City of Coppel! TX
(1) ICI Construction Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively r the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07.PDRIR07.Future Key
lrerracon
FIELD DENSITY TESTING
Report Number: 94061329.0033
Service Date: November 16, 2006
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
SeNiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Report Date:
Project:
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Material Information
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
20.6 98.6
Material
No.
Laboratory
Test Method
Description and Classification
Dark brown clay
1 613290002 ASTM D 698
Field Test Data
Test
No.
Proiect Requirements
Water
Content
(%)
>/= +4
Liftl
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Test Location
S half of E Bldg. Pad, Moisture Conditioned
105 20' N & 15' E of SW corner 2' 10" BFF 1 6
106 20' N & 15' E of SW corner 1'10"BFF 1 6
107 20' N & 15' E of SW corner Final 1 6
108 30' N & 60' E of SW corner 2' 10" BFF 1 6
109 30' N & 60' E of SW corner 1'10"BFF 1 6
110 30' N & 60' E of SW corner Final 1 6
111 10' N & 25' W of SE corner 2' 10" BFF 1 6
112 10' N & 25' W of SE corner 1'10"BFF 1 6
113 1 0' N & 25' W of SE corner Final 1 6
26.8
26.1
27.0
25.3
26.7
24.9
25.7
26.2
25.5
91.0
92.3
90.9
94.1
91.3
94.9
92.2
91.8
91.9
Minimum Dry
Unit Weight
(% compaction)
92
Dry Unit
Weight
(% compaction)
92
94
92
95
93
96
94
93
93
Datum: BFF = Below Finished Floor
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method ASTM 0-2922, ASTM 0-3017
Terracon Rep: Christopher D. Harbour
(1) ICI Construclion Inc
(1) Pale Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Report Distribution:
(1) ServiceStar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Construction Inc
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusive I or the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the 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 1
07-PDRfR07-Fulure Key
FIELD DENSITY TESTING
Report Number: 94061329.0035
Service Date: November 20, 2006
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
December 06, 2006
Multi-Facility Concept
(Firestone Store)
SWC Hwy. 121 & MacArthur Blvd.
Coppell, TX
94061329
Report Date:
Project:
Client:
ServiceStar Design Group LLC
Attn: Frank Malek
5670 Greenwood Plaza Blvd, Suite 300
Greenwood Village CO 80111
Description and Classification
Brown clayey sand
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
10.1 123.7
Project Requirements
Material Information
Material Laboratory
No. Test Method
1 613290001 ASTM D 698
Field Test Data
Test
No.
Water
Content
(%)
-2/+2
Minimum Dry
Unit Weight
(% compaction)
95
Test Location
Probe Water Dry Unit Dry Unit
Lift! Mat. Depth Content Weight Weight
Elev. No. (inches) (%) ( pcf) (% compaction)
Final 1 6 12.0 117.6 95
Final 1 6 10.9 120.3 97
Final 1 6 10.3 119.7 97
Final 1 6 9.7 122.0 99
Final 1 6 10.5 120.9 98
E Building Pad, Select Fill
114 10' S & 20' E of NW corner
115 10' N & 1 0' E of SW corenr
116 25' N & 65' E of SW corner
11715'S&20'WofNEcorner
118 20' N & 25' W of SE corner
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1) ServiceSlar Design Group LLC
(1) City of Coppell TX
(1) City of Coppell TX
(1) ICI Conslruclion Inc
(1) ICI Construction Inc
(1) Pate Engineers
(1) ServiceStar Design Group LLC
(1) Ratliff Group LLC
Reviewed by:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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07.PDRIR07-fulure Key