ST0003-LR081222FIELD DENSITY TEST REPORT
'Irerracon
Report Number: 94081 163.0023
Service Date: 12/11/09
8901 Carpenter Frwy, Ste 100
Report Date: 12/22/08
Dallas, TX 75247
214 -630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppel I, TX 75019
Project Number: 94081163
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 94081 163.0003 Reddish brown sandy clay
ASTM D698 12.6 116.0 0/ +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) (pef) ( %) (pcf) ( %)
Storm Sewer Line B
46 Sta. 4 +25
3.0' bfg 1
6 128.9 16.6 14.8 112.3 97
47 Sta. 4 +25
2.0' bfg 1
6 131.0 17.4 15.3 113.6 98
48 Sta. 4 +25
1.0' bfg 1
6 130.7 18.2 16.2 112.5 97
49 Sta. 4+25
Final 1
6 131.1 15.0 12.9 116.1 100
Datum: bfg = below final grade Gauge ID: 31787
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 comp
Condition.
Terracon Rep.: Bradley W.Hatch
Reported To: Brandon, North Texas Contracti
Contractor: Tiseo
Report Distribution: Reviewed By:
(1) City 01'Coppell Tx (1) Huitt Whirs Inc
(1) Tisco paving Company
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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Senior Project Engineer