Freeport NIP(2.2)-LR011212FIELD DENSI' ~.,,,~,~,,,.o~r,,.--~
Report Nu
8901 Carpenter Frwy., Suite #100
.~001 Dallas, Texas 75247
t4 (214) 630-1010
Cli Report Date: December 12, 2001
Project: Sales Office & Warehouse Fac.
Suite 440 Coppell, Texas
Project Number: 94011204
IVlaterial 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. ASTM D-698 Dk & med brown clay 23.0 97.0 =/> +4 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
Left Hand Turn Lane
46 On Royal Lane, 30' N of entrance, S Final 1 24.9 96.5 199
bound lane
47 On Royal Lane, 100' N of entrance, S Final 1 25.3 97.3 /100
bound lane
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: Jessie Tipton
Report Distribution: c.
(t) TNA North American, Inc. (1) FACServices Inc Reviewed by:
(1) Carrell Poole & Yoat Architecture (1) David Kent
(1) R L Goodson Consulting Engineers (1) City of Coppell - Bldg Insp 4'L~c~. Cleveland, P.E.
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa 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.
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