Coppell Trade-LR050411 FIELD DENSITY TESTING
Report Number: 94051081.0035
Service Date: April 9, 2005
'll'erracan
8901 Carpenter Fn,W, 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: April 11, 20_.,~
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.510810005
2. 510810003
3.510810002
4.510810008
Field Test Data
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Light brown silty clay w/gravel
Tan & brown clayey sand
Dark reddish brown sandy clay
Tan clayey sand
Test
No. Test Location
Lift/ Mat.
Elevation No.
15.4 109.8 >/= +2 93
12.2 117.0 >/= +2 93
15.2 106.2 >/= +2 93
11.5 117.5 >/= +2 93
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pc0 (% compaction)
Building C
358 Test Pit #1, see attached sketch
359 Test Pit #1, see attached sketch
360 Test Pit #1, see attached sketch
361 Test Pit #1, see attached sketch
362 Test Pit #2, see attached sketch
363 Test Pit #2, see attached sketch
364 Test Pit #2, see attached sketch
365 Test Pit #2, see attached sketch
366 Test Pit #3, see attached sketch
367 Test Pit #3, see attached sketch
368 Test Pit #3, see attached sketch
369 Test Pit #3, see attached sketch
370 Test Pit #4, see attached sketch
371 Test Pit #4, see attached sketch
372 Test Pit #4, see attached sketch
4' BEG 3 6 21.1 100.1 94
3' BEG 3 6 20.1 101.2 95
2' BEG 2 6 / ) 17.7 108.8 93
1' BEG 2 6 ~ 15.9 109.1 93
4' BEG 1 6 19.4 106.6 97
3' BEG 1 6 18.8 104.7 95
2' BEG 2 6 15.4 108.4 93
1' BEG 2 6 14.9 109,7 94
4' BEG 1 6 17.5 106.3 97
3' BEG 1 6 17.9 102.1 93
2' BEG 2 6 14.3 109.0 93
1' BEG 2 6 14.7 108.9 93
4' BEG 4 6 14.8 113,4 97
3' BEG 2 6 14.7 108.9 93
2' BEG 4 6 13.6 109.4 93
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.
Page 1 of 4
· FIELD DENSITY TESTING 'lrErracon
Client:Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0035
Field Test Data
Test
No. Test Location
Probe
LiftJ Mat. Depth
Elevation No. (inches)
373 Test Pit #4,
374 Test Pit #5,
375 Test Pit #5,
376 Test Pit #5,
377 Test Pit #5,
378 Test Pit #6,
379 Test Pit #6,
380 Test Pit #6,
381 Test Pit #6,
382 Test Pit #7,
383 Test Pit #7,
384 Test Pit #7
385 Test Pit #7
386 Test Pit #8
387 Test Pit #8
388 Test Pit #8
389 Test Pit #8
390 Test Pit #9
391 Test Pit #9
392 Test Pit #9
393 Test Pit #9
394 Test Pit #10
395 Test Pit #10
396 Test Pit #10
397 Test Pit #10
398 Test Pit #11
399 Test Pit #11
400 Test Pit #11
401 Test Pit #11
402 Test Pit #12
see attached sketch 1' BEG 3 6
see attached sketch 4' BEG 1 6
see attached sketch 3' BEG 1 6
see attached sketch 2' BEG 1 6
see attached sketch 1' BEG 1 6
see attached sketch 4' BEG 1 6
see attached sketch 3' BEG 1 6
see attached sketch 2' BEG 1 6
see attached sketch 1' BEG 1 6
see attached sketch 4' BEG 3 6
see attached sketch 3' BEG 3 6
see attached sketch 2' BEG 3 6
see attached sketch 1' BEG 3 6
see attached sketch 4' BEG 1 6
see attached sketch 3' BEG 2 6
see attached sketch 2' BEG 4 6
see attached sketch 1' BEG 4 6
see attached sketch 4' BEG 4 6
see attached sketch 3' BEG 4 6
see attached sketch 2' BEG 4 6
see attached sketch 1' BEG 2 6
see attached sketch 4' BEG 2 6
see attached sketch 3' BEG 2 6
see attached sketch 2' BEG 2 6
see attached sketch 1' BEG 2 6
see attached sketch 4' BEG 2 6
see attached sketch 3' BEG 2 6
see attached sketch 2' BEG 2 6
see attached sketch 1' BEG 2 6
see attached sketch 4' BEG 2 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
18.1 102.0 96
18.2 103.7 94
18.7 104.1 95
19,2 107.1 98
18.2 106.1 97
17.9 106.4 97
17.8 105.1 96
18.7 107.0 97
! 8.4 104.9 96
19.4 100.8 95
18.4 101.0 95
20.0 99.4 94
18.7 101.7 96
19.4 102.3 93
15.0 111.2 95
14.7 112.5 96
15.1 111.4 95
14.8 113.0 96
14.6 114.5 97
13.7 115.1 98
14.9 109.8 94
14.8 113.8 97
15.3 115.1 98
14.6 114.5 98
14.8 112.6 96
14.5 111.2 95
14.7 111.7 95
14.5 112.1 96
14.5 111.0 95
15.7 110.7 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This reper[ 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 samptes tested at the location(s) referenced and are not necessarily indicative of the properties of ether apparently similar or identical
materials.
Peoe 2 of 4
· FIELD DENSITY TESTING 'lrerra,-on
. Client:Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0035
Field Test Data
Test
No. Test Location
LiffJ
Elevation
403 Test Pit #12
404 Test Pit #12
405 Test Pit #12
406 Test Pit #13
407 Test Pit #13
408 Test Pit #13
409 Test Pit #13
410 Test Pit ¢14
411 Test Pit ¢14
412 Test Pit #14
413 Test Pit #14
414 Test Pit #1 ~
415 Test Pit #15
416 Test Pit ¢15
417 Test Pit ¢15
418 Test Pit #16
419 Test Pit #16
420 Test Pit ¢16
421 Test Pit ¢16
422 Test Pit #17
423 Test Pit #17
424 Test Pit #17
425 Test Pit #17
426 Test Pit #18,
427 Test Pit #18,
428 Test Pit ¢18,
429
Datum:
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
see attached sketch
Test Pit #18, see attached sketch
BEG = below existing grade
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
4' BEG
3' BEG
2' BEG
1' BEG
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
NO. (inches) (%) (pof) (% compaction)
2 6 14.7 113.0 97
2 6 14.7 112.5 96
2 6 14.8 113.7 97
2 6 14.7 109.8 94
2 6 15.1 111.1 95
4 6 14.3 113.7 97
4 6 13.7 114.4 97
4 6 14.1 114.1 97
4 6 14.4 115.1 98
4 6 13.6 113.7 97
2 6 15.4 110.7 95
2 6 15.4 109.4 94
2 6 15.3 109.9 94
2 6 14.5 109.0 93
2 6 14.4 111.1 95
4 6 13.7 114.2 97
4 6 14.1 112.9 96
4 6 14.4 112.8 96
4 6 14.2 112.9 96
4 6 14.2 114.1 97
4 6 13.7 113.1 96
4 6 13.9 113.7 97
4 6 13.9 112.1 95
4 6 13.7 111.9 95
2 6 15.4 110.1 94
2 6 15.4 109.9 94
4 6 13.9 113.7 97
Comments:
Test results on this report meet project specification.
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.
Page 3 of 4
· FIELD DENSITY TESTING 'l['erracon
Client:Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0035
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: 32769
Technician: Michael E. Odom
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pdtchard Assooiates In¢ (1) McFadden & Miller Reviewed by:
(1) Cily of Coppell TX
(1) Ciiy of Coppell TX
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,
Page 4 of 4
l~effmcmn
Consulting Engineers & Scientists
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