Coppell BC3-LR010115FIELD DENSITY TESTING
Client: Constructors & Associates
Attn: Mikc Donnelly
3333 Welbom St Suite 200
Dallas TX 75219
Report Date: January 15, 2001
Project: ~ ' ~ '
Coppell, Texas
Service Date: January 3, 2001
Project Number: 94001487
Report Number: 0101123
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Matedal Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum' Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pct) (%) (% compac~n)
I ASTM D-698
Field Test Data
Reddish brown clayey sand
Test
Number Test Location
13.0 114.5 -2/+3% 95%
Probe Water Dry Unit Dry Unit
Lift/ Matedal Depth Content Weight Weight
Elevation No. (inches) (%) (pc0 (% compaction)
Sanitary Sewer Trench
g E of restrooms #110 and #109
10 E of Stub-up at room #109
11 E of Stub-up at room #110
at Grade I 6" 15.9 108.9 95.1
at Grade I 6" 12.0 109.3 95.5
at Grade I 6" 13.2 110.7 96.7
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~,STM D3017, ASTM D-2922
Technician: Phil Green
Report Distribution:
(1) Constructors & Associates
(1) C~y of Coppal- Constr. imp.
(1) C~/of Coppa~- aktg. imp.
Reviewed
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated above
and shall nat fie reproduced except in full wilhout the written approval of Terracon. Test results transmitted herein are only applicable to Ihe actual
samples tested at the location(s) referenced and are not necessarily indicative of the properties of olher apparently similar or identicat materials.
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