Coppell Trade-LR051219FIELD DENSITY TESTING
Report Number: 94051190.0166
Service Date: December 12, 2005
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8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppel[ Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: December 19, 2005
Project: Coppell Trade Center - BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information Lab Test Data Prelect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pc0 (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
15.2 106.2 -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) (%) (pCO (% compaction)
Drive Approach, SE corner
443 5' N & 5' W of SE corner Final 1 6 15.0 106.2 100
444 7' N & 10' W of SE corner Final 1 6 15.2 105.4 99
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
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assec Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
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 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
matedals.
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