Coppell Trade-LR051004FIELD DENSITY TESTING
Report Number: 94051190.0121
Service Date: September 29, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: October 04, 2005
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 Lab Test Data Pmiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pct') (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
15.2 106.2 >/=+4 92
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc~) (% compaction)
Tilt Panel Leave-out Backfill
406 B.5/25 4' BFG 1 6 19.9 99.0 93
407 D.2/25 4' BFG 1 6 19.6 98.8 93
Datum: BFG= Below Final Grade
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: Michael W. Whyman
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed s~eOn?oerr tp?;jeR;Y~l~ .~E .T~r~
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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.