Coppell Trade-LR050422FIEI'D DENSITY TESTING
Report Number: 94051081.0036
Service Date: April 11,2005
'lrerr can
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: April 22, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Material Laboratory
No. Test Method
Description and Classification
1. 510810001 ASTM D 698
2. 510810005 ASTM D 698
3. 510810002 ASTM D 698
4. 510810003 ASTM D 698
Field Test Data
Test
No.
Test Location
Light brown & brown clay w/sand & gravel
Light brown silty clay w/gravel
Dark reddish brown sandy clay
Tan & brown clayey sand
Probe
Lif~ Mat. Depth
Elevation No. (inches)
Site Grading
431 375' N & 50' E of SE corner of Bldg. A 505' 1 6
432 275' N & 50' E of SE corner of Bldg. A 505' 1 6
433 175' N & 50' E of SE corner of Bldg. A 505' 1 6
434 75' N & 50' E of SE corner of Bldg. A 506' 1 6
435 40' N & 120' E of SE corner of Bldg. A 506' 2 6
436 120' N & 120' E of SE corner of Bldg. A 506' 2 6
437 220' N & 120' E of SE corner of Bldg. A Final 2 6
438 320' N & 120' E of SE corner of Bldg. A Final 2 6
439 420' N & 120' E of SE corner of Bldg. A Final 4 6
440 575' N & 50' E of SE corner of Bldg. B 502' 2 6
441 475' N & 50' E of SE corner of Bldg. B 502' 1 6
442 350' N & 50' E of SE corner of Bldg. B 503.5' 1 6
443 250' N & 50' E of SE corner of Bldg. B 504' 2 6
444 320' N & 20' E of SE corner of Bldg. B 504' 2 6
445 420' N & 20' E of SE corner of Bldg. B 502.5' 2 6
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
19.8 101.6 -1/+3 95
15.4 109.8 -1/+3 95
15.2 106.2 -1/+3 95
12.2 117.0 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
21.4 101.0 99
22.8 101.5 100
22.0 99.7 98
21.3 100.2 99
17.4 106.3 97
18.4 105.9 96
15.9 108.6 99
14.4 107.7 98
15.2 111.4 95
15.8 108.8 99
22.2 98.9 97
21.2 99.9 98
18.1 104.0 95
17.7 105.7 96
18.4 104.4 95
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 wdtten 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 2
FIELD DENSITY TESTING
~31ient: Coppell Trade Center LP
'll'erracon
Project Number:94051081
Report Number: 94051081.0036
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
446 520' N & 20' E of SE corner of Bldg. B 501.5' 2 6 15.9 106.9 97
8" Sanitary Sewer
447 Sta. 10+00 4' BEG 2 6 15.0 107.7 98
448 Sta. 10+03 3' BEG 4 6 13.4 116.3 99
449 Sta. 10+08 2' BEG 4 6 12.2 117.2 100
450 Sta. 10+12 1' BEG 4 6 11.9 114.0 97
451 Sta. 12+00 5' BEG 4 6 11.8 113.2 97
452 Sta. 12+03 4' BEG 4 6 12.8 113.9 97
453 Sta. 12+08 3' BEG 4 6 12.8 110.7 95
454 Sta. 12+12 2' BEG 4 6 11.6 113.7 97
Datum: BEG = Below existing 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
Technician: Michael E. Odom
Report Distribution:
(1) Coppell Trade Center LP (1) Merdman Assoc Inc
(1) Pdtchard Associates Inc (1) McFadden & Miller Reviewed by:
(t) City ol Coppell TX Robert D. Ray, S.E.T.
(1) City of Coppell TX Senior Project Mana;~p¢
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u6"e 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 2 of 2
FIELD DENSITY TESTING
Report Number: 94051081.0037
Service Date: Apdl 12, 2005
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: A[ Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: April 22, 2005
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
(%) (pc0 (%) (% 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 Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
8" Sanitary Sewer
455 Sta. 121+00 4' BEG 2 6 16.5 109.9 100
456 Sra. 121+03 3' BEG 2 6 18,3 108.5 99
457 Sra. 121+08 2' BEG 2 6 16.4 108.9 99
458 Sra. 121+12 1' BEG 2 6 18.1 108.3 99
Site Grading,
459 620' N & 70' E of SW corner of Bldg. B 503.5' 4 6 14.8 110.8 95
460 550' N & 70' E of SW corner of Bldg. B 503.5' 2 6 18.1 108.0 98
461 450' N & 70' E of SW comer of Bldg. B 503.5' 2 6 17.1 107.8 98
462 450' N & 100' E of SW corner of Bldg. B 503' 2 6 17.3 106.7 97
463 550' N & 100' E of SW comer of Bldg. B 502' 4 6 14.9 113.2 97
464 620' N & 100' E of SW corner of Bldg. B 502' 2 6 17.7 105.6 96
465 620' N & 180' E of SW corner of Bldg. B 501' 2 6 17.6 105.3 96
466 550' N & 180' E of SW corner of Bldg. B 501' 2 6 16.5 109.1 99
467 450' N & 180' E of SW corner of Bldg. B 502.5' 2 6 16.9 108.2 99
468 610' N & 250' E of SW corner of Bldg. B 501' 2 6 18.1 105.4 96
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
.FIELD DENSITY TESTING
client: coppell Trade Center LP
'lrerracan
Project Number:94051081
Report Number: 94051081.0037
Field Test Data Probe Water Dry Unit Dr7 Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
469 510' N & 250' E of SW corner of Bldg. B 501' 2 6 17.4 108.9 99
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: Michaer E. Odom
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Assoc Inc ~ /
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by ~/~
(1) City of Coppell TX -"' -
(1) City of Coppell TX Robert D. Ray,