ST0702-LR100310 FIELD DENSITY TEST REPORT , ,f.
Report Number: 94091 174.01 12 i e t a t s I`� ..
Service Date: 03 /04/10 8901 Carpenter Frwy.
Report Date: 03/10/10 Dallas, TX 75247
214- 630 -1010 Reg No: F-3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94091174
Material Information Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description Test Method ( %) (pcf) ( %) ( %)
1 94091 174.0040 Gray and brown clay (lime treated) ASTM D698 25.4 93.6 -2/ +4 95
Field Test Data Probe Wet Water Water Dry Unit Percent
• Test Lift / Mat. Depth Density Content Content Weight Compaction
No. Test Location Elev. No. (in) (pcf) (pcf) ( %) (pct) ( %)
Paving Coppell Road
26 Sta. 18 +07 Final 1 6 112.7 22.2 24.5 90.5 ' 97
Gauge ID: 1960
Comments: Test 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 mabrial t oisture
condition.
Terracon Rep.: Barry Cuble Started: 1230
Reported To: Finished: 1400
Contractor: .IR.I Paving
Report Distribution:
(1) City ol'Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) .1R.1 Paving 1.1' Eric J. leveland, P.E.
Senior Project Manager
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.
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