ST1002-LR120430 (2)FIELD DENSITY TEST REPORT
Report Number: 94111246.0174
Service Date: 04/23/12 8901 Carpenter Frwy. Suite 100
Report Date: 04/30/12 Dallas, TX 75247
Task: 214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST 10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information
Mat. Proctor
No. Ref. No.
1 94111246.0038
Field Test Data
Classification and Description
Dark brown clay ( lime treated )
Test
No. Test Location
Bethel Road
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max .Lab
Water
Dry Unit
Content
Weight
( %)
(pef)
24.4
95.0
Project Requirements
Water
Minimum
Content
Compaction
-2/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift J Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %)
329 Sta.14 +90 Final 1 6 117.9 24.2 25.8 93.7 99
330 Sta.17 +09 Final 1 6 116.3 24.6 26.8 91.7 97
Datum: Gauge ID: 35367
Comments: Test and /or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Julio R. Perez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) 7R7 Paving LP, Emailed
Test Methods: ASTM D6938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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, 8- 27 -11, Rev-4 Page 1 of 1
FIELD DENSITY TEST REPORT
Report Number: 94111246.0175
Service Date: 04/25/12 8901 Carpenter Frwy. Suite 100
Report Date: 04/30/12 Dallas, TX 75247
Task: 214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST 10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information
Mat. Proctor
No. Ref. No.
1 94111246.0038
Field Test Data
Classification and Description
Dark brown clay ( lime treated )
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max .Lab
Water
Dry Unit
Content
Weight
( %)
(pef)
24.4
95.0
Project Requirements
Water
Minimum
Content
Compaction
-2/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift J Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %)
Paving, Northwest Corner, Main Street & Bethel Road
331 Sta.13 +15 FG 1 6 116.8 22.6 24.0 94.2 99
Datum: FG = Final grade Gauge ID: 2207
Comments: Test and /or retest results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) 7R7 Paving LP, Emailed
Test Methods: ASTM D6938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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, 8- 27 -11, Rev-4 Page 1 of 1