Northpoint Dr-LR020322FIELD DENSITY TESTING
Report Number: 94021061.0003
Service Date: March 11,2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Material Information
Material Laboratory
No. Test Method
89Ol Carpenter Frwy., Suite #100
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Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
Description and Classification (%) (pcf) (%) (% compaction)
1. 210610005 ASTM D 698 Brown silty clayey sand 12.6 115.6 -1/+3 95
2. 210610004 ASTM D 698 Reddish brown silty clayey sand 11.8 117.0 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
Sanitary Sewer, Line C
10 Sta. 3+00 1' BEG 2 6 12.4 113.1 97
11 Sta. 2+00 1' BEG 2 6 11.9 112.7 96
12 Sta. 1+00 At Grade 1 6 11.7 110.6 96
Datum: BEG = below existing grade
Comments:
Test results on this report meet project specification,
Services - Perform in-place density and moisture content tests to determine degree of compaction and matedal moisture
condition.
Field Test Method;ASTM D2922, ASTM D3017
Gauge ID:
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
HBC Engi/
(1) City of Coppeli - Bldg Insp
(1) State Farm Insurance Reviewed by:
(1) Moss Construction Eugene Harbour
Principal
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 wdtten approval of Terracon. 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.