Town Center BP-LR010214FIELD DENSITY TESTING
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
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(214) 630-1010
Report Date: February 14, 2001
Project: Town Center Business Park
205 West Parkway BIvd
Coppell, Texas
Service Date: February 6, 2001
Project Number: 94001422
Report Number: 94001422.0001
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Reouirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
ASTM D-698 Med& dk brown sandy clay
15.5 110.5 -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) (%) (pcf) (% compaction)
4" Sa.itary Sewer Line
13 Sra. 0+80 EG 1 6 16.8 108.4 98
14 Sra. 0+80 1' BEG 1 6 16.3 107.6 97
15 Sta. 0+80 2' BEG 1 6 15.4 107.3 97
16 Sta. 0+80 3' BEG 1 6 16.0 106.2 96
Comments:
Test results on this report meet project specification. EG = existing grade
BEG = below existing grade
NOTE: Test hole was excavated by the contractor at the above location.
Services - Pedorm in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Gauge iD: 31787
Field Test Method:ASTM D2922, ASTM D3017
Field Results Reported To: Contractor
Technician: Roy Montgomery
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppei[ - Engr Dept
(t) City of Coppell - Bidg Insp
Reviewed by:
Senior Project Engineer
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 not be reproduced except in full without the written 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.