Northpoint Dr-LR020702FIELD DENSITY TESTING
Report Number: 94021061.0048
Service Date: June 20, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 02, 2002
Proje.ct: No~I~"~": ....... ~
'--Associated Utilities
Coppell, TX
Project Number: 94021061
8901 Carpentor Fn#y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Material Laboratory
No. Test Method
1. ASTM D-698
2. ASTM D-698
Field Test Data
Test
No. Test Location
Description and Classification
Med brown lime treated clay
Mad brown line treated clay
~.ab Test Data Projeqt Reouirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcO (%) (% con~pect~on)
25.3 92.1 -1/+3 95
17.9 104.0 -1/+3 95
Probe Water Dry Unit Dry Unit
· Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pc.f) (% compaction)
115 Center line of Northpoint Drive, 20' S of at Grade 2 6
16.9 106.3 100+
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 Method~.STM D2922, ASTM D3017
Gauge ID:
Technician: Phillip Green
Report Distribution:
(1) Trenswestem Commercial Se,,,vices
(1) Glenn Thurman Inc.
(1) Hsiff Aseoc In~
(1) City of Coppsil Engineering
(1) City of Coppstl - Bldg Inap
(1) State Farm Insumnca
(1) Moss Construction
Reviewed by:
HBC Engin~
Eugene Harbour
Pdnctpel
The tsets were performed in general a=cordanca with applicable ASTM, AASHTO, or DOT tes-t mstl3nd~. This report ia exclusively for the use of the client
Indicated above and shall no~ be reproduced exc~ in full without the written approval of Terracon. Test rseuita transmitted hendn are only applicable
to the actual samples tested st the location(s) referenced and are not necesesdly indicative of the properties of other apparently similar or identical
materials,
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