Coppell Trade-LR050502FIELD DENSITY TESTING
Report Number: 94051081.0038
Service Date: April 13, 2005
'l['erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 02, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810001 ASTM D 698 Light brown & brown clay w/sand & gravel 19.8 101.6 -1/+3 95
2.510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 -1/+3 95
3. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 -1/+3 95
4. 510810003 ASTM D 698 Tan & brown clayey sand 12.2 117.0 -1/+3 95
.Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Site Grading, See attached sketch
470 50' S & 30' W of NW corner of Buitding B 504.5 3 6 17.2 103.4 97
471 50' S & 50' E of NW corner of Building B 503.0 2 6 18.4 104.4 95
472 50' S & 150' E of NW corner of Building B 502.0 2 6 17.4 106.4 97
473 50' S & 250' E of NW corner of Building B 502.0 2 6 18.3 105.9 96
474 150' S & 30' W of NW corner of Building 503.5 2 6 18.4 106.9 97
B
475 150' S & 50' E of NW corner of Building B 503.5 2 6 18.3 109.0 99
476 150' S & 150' E of NW corner of Building 503.0 2 6 17.7 106.7 97
B
477 150~ S & 250' E of NW corner of Building 502.0 2 6 18.4 107.7 98
B
478 250' S & 30' W of NW corner of Building 502.5 2 6 18.1 108.4 99
B
479 250' S & 50' E of NW corner of Building B 502.5 3 6 18.1 102.7 97
480 250' S & 150' E of NW corner of Building 503.5 3 6 17.9 101.9 96
B
The tests were perlormed 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) re[erenced and are not necessarily indicative ol the properties of other apparently similar or identical
materLals.
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FIELD DENSITY TESTING
Client: Coppell Trade Center LP
H3C
'lrerracan
Project Number:94051081
Report Number: 94051081.0038
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
481 250' S & 250' E of NW corner of Building 503.5 3 6 16.9 101.7 96
B
482 350' S & 50~ E of NW corner of Building B 504.0 3 6 16.8 102.1 96
483 350' S & 150' E of NW comer of Building 504.0 3 6 14.9 102.7 97
484 10' S & 100' E of NW corner of Building B 503.0 2 6 14.7 106.9 97
485 110' S & 100' E of NW corner of Building 503.0 2 6 14.9 107.6 98
B
486 210' S & 100' E of NW corner of Building 504.0 2 6 18.1 107.0 97
B
487 310' S & 100' E of NW corner of Building 503.5 2 6 18.3 108.9 99
B
488 100' S & 10' W of NE corner of Building B 502.0 2 6 17.7 110.7 100+
489 200~ S & 10' W of NE corner of Building B 503.0 3 6 18.0 100.7 95
490 300' S & 10' W of NE corner of Building B 503.5 3 6 17.5 101.6 96
491 100' S & 20' E of NW corner of Building B 504.0 3 6 16.4 100.4 95
492 200' S & 20' E of NW corner o1 Building B 504.5 2 6 14.6 104.6 95
493 300' S & 20' E of NW corner of Building B 504.5 2 6 16.9 105.2 96
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 E. Odom
(1) Coppe[I Trade Center LP (1) MerrJman Assoc Inc
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by.
(1) City of Coppell TX Robert D. Ray,
(1) City o~ Coppell TX
Se nior Project/y~age~,
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods This repod is exclusively fo,~e us~ of the client
indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted her~ 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.