Coppell Trade-LR050428FIELD DENSITY TESTING
[.eport Number: 94051081.0042
Service Date: April 18, 2005
'lrerracan
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 28, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Mate~al Information
Project Number: 94051081
Lab Test Data Proiect Requirements
, Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
Material Laboratory (%) (% compaction)
NO. Test Method Description and Classification (%) (pcf)
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) (%) (pcf) (% compaction)
8" Water Line
532 325' S from NE corner of Bid9. C 4' BEG 4 6 13.8 113.1 97
533 325' S from NE corner of Bldg. C 3' BEG 2 6 15.8 109.4 t00
534 325' S from NE corner of Bldg. C 2' BEG 4 6 t5.1 113.8 97
535 325' S from NE corner of Bid9. C 1' BEG 4 6 12.4 115.8 99
Site Grading
536 125' S & 50' W from NW corner of Bldg. B Final 3 6 16.7 102.9 97
537 125' S & 50' E from NW corner of Bldg. B Final 3 6 15.7 101.7 96
538 125' S & 150' E from NW corner of Bldg. Final 2 6 17.1 105.8 96
B
539 125' S & 250' E from NW corner of Bldg. Final 2 6 16.1 106.7 97
B
540 225, S & 50, W from NW corner of Bldg. B Final 2 6 17.1 107.4 98
541 225' S & 50' E from NW corner of Bldg. B Final 3 6 15.9 102.4 96
542 225' S & 150' E from NW corner o1 Bid9. Final 2 6 15.1 105.9 96
B
The tests were peflormed in general accordance with applicable ASTM, AASHTO, or DOT test methods This repod 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 propedies of other apparently similar or identical
materials
FIELD DENSITY TESTING ']rerracon
Client: CopDell Trade Center LP
Project Number:94051081
Report Number: 94051081.0042
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
543
544
545
546
547
548
549
225' S & 250' E from NW corner of Bldg. Final 3 6
B
325' S & 50' W from NW corner of Bldg. B Final 3 6
325' S & 50' E from NW corner of Bldg. B FinaI 2 6
325' S & 150' E from NW corner of Bldg. Final 2 6
B
325~ S & 250' E from NW corner of Bldg. Final 2 6
B
425' S & 50' E from NW corner of Bldg. B Final 2 6
425' S & 150' E from NW corner of Bldg. Final 2 6
B
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
15.9 103.7 98
16.9 103.1 97
14.6 109.7 100
14.7 109.7 100
17.7 106.2 97
15.2 106.1 97
15.8 104.6 95
8" Water Line
550 125' S of NE corner of Bldg. C 4' BEG 2 6 15.7 105.2 96
551 125' S of NE corner of Bldg. C 3' BEG 2 6 14.7 108.8 99
552 125' S of NE comer of Bldg. C 2'BEG 4 6 13.1 112.1 96
553 125' S of NE corner of Bldg. C 1'BEG 4 6 13.7 113.4 97
554 75' W of NE corner of Bldg. C 4' BEG 2 6 14.9 108.1 98
555 75~ W of NE corner of Bldg. C 3' BEG 2 6 15.9 107.2 98
556 75' W of NE corner of Bldg. C 2' BEG 2 6 16.7 107.3 98
557 75' W of NE corner of Bldg. C 1' BEG 2 6 16.1 104.1 95
Datum: BEG - Below existing grade
Comments:
Test results on this report meet project specification.
Services - Pedorm 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
Field Results Repealed To: Charlie & John w/Metroplex
Report Distribution: xS!!!~i~i !c!i!~
(1) Co[}pell Trade Center LP (1) Merriman Assoc Ino ~.~/ ~.~
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX
(1) City of Coppell TX
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is e
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 ~dentical
materials.
Page 2 of 2