Coppell Trade-LR060131FIELD DENSITY TESTING
Report Number: 94051190.0197
Service Date: January 25, 2006
' rEffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Banner Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 31,2_Q.0_R -
Project: [~_~.,o.o, pell Trade Center- Bldg C--~
NWC Sandy Lake/Freepo~
Coppell, TX
Project No.: 94051190
Material Information
Material Laboratory
No. Teat Method
Description and Classification
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
Proiect Requirements
Water Minimum Dry
Content Unit Weight
(%) (% compaction)
1 511900198 ASTM D 698 Recycled concrete
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
Footing Subgrade
456 S Footing at Loading Dock Change Final 1 BS
457 N Footing at Loading Dock Change Final 1 BS
Pavement
458 120' W & 30' N of SW corner of building Final 1 6
459 100' N & 100' W of SW corner of building Final 1 6
14.0 118.2 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pC0 (% compaction)
14.9 99.5 /~"~'~ ~
19.0 * 106.3 ~
13.6 112.0 95
15.0 116.0 98
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
NOTE: BS = backscatter
Field Test Method:ASTM D2922, ASTM D3017
Technician: Burl E. Thomas
(1) Coppell Trade Center LP (1) Merriman Assoc Inc .
(1) TechniStructures (1) McFadden & Miller Reviewed by: ,.,~ ·
(1) C!ty of Coppell TX (1) Macatee Engineering Inc Robert D. Ray,
(1) C,ty of Coppell TX Senior Projec~nager.__// ___
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for J,l~'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.