Coppell Trade-LR060130FIELD DENSITY TESTING
Report Number: 94051190~0190
Service Date: January 17, 2006
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
^ttn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 27, 2006
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Ma terial In formation
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pcf) (%) (% compaction)
1 510810002 ASTM D698
2 510810002 ASTMD698
Field Test Data
Test
No. Test Location
Dark reddish brown sandy clay
Dark reddish brown sandy clay
15.2 106.2 >/= +2 92
15.2 106.2 -1/+3 95
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elev. No. (inches) (%) (pcf) (% compaction)
Slab Leaveout
452 20' N & 2' W of SW corner of building 1' BG 2 6 15.4 105.2 99
453 40' N & 2' W of SW corner of building 3'BG 2 6 14.9 105.6 99
454 20' N & 2' E of SW corner 3'BG 1 6 18.9 I00.7 95
455 30' N & 2' E of SW corner 3' BG 1 6 18.5 101.3 95
Datum: BG = below 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: Armando Rendon
Field Results Reported To: Superintendent
Repod 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 lnc
Reviewed by:
Robert D. Ray, S.E.T~/
Senior Project Manager
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