Vista Point 2R-LR060410 FIELD DENSITY TESTING lierracon
Report Number: 94061113.0002
Service Date: March 23, 2006 Dallas,Carpenter Fr Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date: April 10, 2006
SpawMaxwell Co Project: 609 East Highway 121 V(STA 'PO(tilil
Attn: Bobby Thompson Highway 121 between Lo-r-1-BLI),G,1
6565 North MacArthur Blvd Ste 225 MacArthur& Denton Tap /
Irving TX 75039 Coppell, TX
Project No.: 94061113
Material Information Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (%compaction)
1 611130001 ASTM D 698 Medium brown clay 22.7 98.6 -21+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pcf) (%compaction)
1 NE corner of electric trench Final 1 6 21.0 99.2 100+
2 Center N plumbing trench Final 1 6 20.7 97.4 99
3 Center S plumbing trench Final 1 6 20.8 97.6 99
4 Restroom area plumbing trench Final 1 6 21.7 98.5 100
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 MethodASTM D2922, ASTM D3017
Gauge ID: 2207
Terracon Rep: Christopher D. Harbour
Report Distribution:
(1)SpawMaxwell Co
(1)City of Coppell TX Reviewed by: / '
(1)City of Coppell TX
Robert D.Ray,S.E. /
Senior Project M)r.er
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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