Four Seasons 2R-LR050317FIELD DENSITY TESTING
Report Number: 94041388.0081
Service Date: March 1, 2005
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: March 17, 2005
Projec~
-989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct) (%) (% compaction)
1. 413880002 ASTM D 698 Dark brown clay w/gravel 21.2 99.0 -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 (°,6 compaction)
Sandy Lake Rd. Entrance
157 N side Final 1 6 22.9 94.5 95
158 S side Final 1 6 23.2 94.8 96
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:ASTM D2922, ASTM D3017
Gauge iD: 1668
Technician: Michael W. Whyman
Report Distribution:
(1) Hilt & Wilkinson LTD (1) City of Coppell TX
(1) Hardy McCullahJMLM Architects Inc (1) SCE Sp.cia~ti.s Reviewed by:
(1) TMBP Consulling Engineers ' Robert D. Ray, S~,,~
(1) City of Coppell TX Senior Project ~[ger
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively for the use o1 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.