Coppell Trade-LR050720~FIELD DENSITY TESTING
Report Number: 94051190.0078
Service Date: July 14, 2005
Client: Coppell Trade Center LP
Attn: Sennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
l £r con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 20, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data
Optimum Max. Lab
Water Dry Unit
Matedal Laboratory Content Weight
No. Test Method Description and Classification (%) (pcf)
Project Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810065 ASTM D 698 Crashed limestone flexible base
8.4 124.8 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiffJ Mat. Depth Content Weight Weight
NO. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Spread Footings
370 A/12.0 4' BFG 1 6 10.2 124.4 100
371 A/12.7 4' BFG 1 6 10.0 121.8 98
372 AJ13.6 4' BFG 1 6 9.5 123.3 99
373 A/3.3 3' BFG I 6 10.1 126.1 100+
374 A/4.0 3' BFG 1 6 11.0 124.5 100
375 PJ4.5 3' BFG 1 6 10.5 125.0 100
376 A/5.3 3' BFG I 6 9.8 122.2 98
377 A/6.0 3' BFG 1 6 9.5 125.1 100
378 A/6.6 3' BFG 1 6 9.7 120.6 97
379 A/7.3 3' BFG 1 6 10.3 123.5 99
380 A/8.0 3' BFG 1 6 10.2 124.8 100
381 A/8.5 3' BFG 1 6 11.1 122.7 98
382 A/3.3 4' BFG 1 6 10,3 119.6 96
383 A/4.0 4' BFG 1 6 11.1 121.3 97
384 A/4.5 4' BFG 1 6 9.6 122.5 98
385 A/5.3 4' BFG 1 6 10.4 126.4 100+
386 A/6.0 4' BFG 1 6 10.0 124.5 100
387 A/6.6 4' BFG 1 6 9.8 122.0 98
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.
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FIELD DENSI'rY TESTING
Client: Coppell Trade Center LP
Field Test Data
Test Lift/
No. Test Location Elevation
'lr'erracon
Project Number:94051190
Report Number: 94051190.0078
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
388 A/7.3 4' BFG 1 6 10.2 121.3 97
389 A/8.0 4' BFG 1 6 11.3 118.9 95
390 A/8,5 4' BFG 1 6 9.9 120.8 97
391 A/9.3 4' BFG 1 6 10.1 122.2 98
392 A/10,0 4' BFG 1 6 10.5 120.5 97
393 A/10.5 4' BFG 1 6 10.2 121.6 97
394 AJl1.3 4' BFG 1 6 10,3 123.9 99
395 A/9,3 3' BFG 1 6 8.9 121.2 97
396 A/10.0 3' BFG I 6 9.8 123.9 99
397 A/10.5 3' BFG 1 6 10.4 122.5 98
398 A/11.3 3' BFG 1 6 9.5 120.8 97
399 A/12.0 3' BFG I 6 10.3 124.2 100
400 A/12.7 3' BFG 1 6 9.7 127.0 100+
401 AJ13.6 3' BFG 1 6 9.9 122.6 98
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
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Henry
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Asso= Inc
(1) McFadden & Mi~]er
(1) Macatee Engineering ]nc
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 ful~ 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.
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