Coppell Trade-LR051003FIELD DENSITY TESTING
Report Number: 94051190.0120
Service Date: September 28, 2005
' rEffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppeil Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: October 03, 2005
Project: 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 Proiect Requirements
Optimum Max, Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
2. 510810002 ASTM D 698 Dark reddish brown sandy clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Pavement/Slab Leaveout
402 20' S & 2' W of NE corner of building Final 2 6
403 60' S & 2' W of NE corner of building Final 2 6
404 20' S & 2' E of NW comer of building 2' BFG 1 6
405 80' S & 2' E of NW corner of building 1' BFG 1 6
Datum: BFG = below final grade
15.2 106.2 >/= +3 92
15.2 106.2 >/= Opt 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
15.8 104.9 ~199
16.1 104.5 98
12.6 * 106.0 00
11.9 * 106.5 \ 100
An asterisk next to test results which do NOT meet the project specifications.
Services - lace density and moisture content tests to determine de ction and material moisture
Technician: Armando Rendon
Field Results Reported To: Superintendent
(1) Coppelr Trade Center LP (1) Merriman Assoc Inc
(1) TechniStruclures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macalee 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
materials.