Coppell Trade-LR060111FIELD DENSITY TESTING
Report Number: 94051190.0178
Service Date: January 6, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 11, 2006
Project:
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Pmiect Reouirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pc0 (%) (% compaction)
1. 510810065 ASTM D 698 Crushed limestone flexible base
Field Test Data Probe
Test Lird Mat. Depth
No. Test Location Elevation No. (inches)
Grade Beam Backfill
447 40' N & 2' W of SW comer of building
8.4 124.8 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Final 1 6 10.4 109.8 88 *
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications,
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) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: ~Y
~" Rober~ D. Ray, s~r.
Senior project r,~Ecager
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
materials.