Coppell Trade-LR050426FIELD DENSITY TESTING
Repor~ Number: 94051081.0033
Service Date: April 7, 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 26, 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
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcO
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810005 ASTM D 698
2. 510810003 ASTM D 698
3. 510810007 ASTM D 698
4. 510810004 ASTM D 698
.Field Test Data
Test
No.
Light brown silty olay w/gravel
Tan & brown clayey sand
Brown clay w/sand & gravel
Gray clay w/gravel
Lift/ Mat.
Test Location Elevation No.
15.4 109.8 -1/+3 95
12.2 117.0 -1/+3 95
20.7 101.2 -1/+3 95
18.0 103.0 -1/+3 95
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pof) (% compaction)
8" Sanitary Sewer
320 Sta. 6+00 3.5' BEG 4 6
321 Sta. 6+03 2.5' BEG 4 6
322 Sta. 6+05 1' BEG 4 6
323 Sra. 8+00 1' BEG 1 6
324 Sra. 8+03 2' BEG 1 6
325 Sta. 8+05 3' BEG 1 6
326 Sta. 8+08 4' BEG 1 6
327 Sra. 8+12 5' BEG 1 6
Site Grading
328 50' N & 40' E of SE corner of Building A 504 I 6
329 125' N & 40' E of SE corner of Building A 504 3 6
330 200' N & 40' E of SE corner of Building A 504 3 6
331 275' N & 40' E of SE corner of BuiLding A 504 4 6
332 350' N & 40' E of SE corner of Building A 504 4 6
333 425' N & 40' E of SE corner of Building A 504 1 6
17.1 97.8 95
17.2 97.4 95
17.9 98.7 96
16.9 104.2 95
14.7 106.3 97
15.8 104.6 95
14.9 105.5 96
16.1 106.1 97
16.1 107.1 98
22.5 98.4 97
23.1 97.6 96
20.2 101.9 99
20.1 102.8 100
18.2 106.8 97
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 fur 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
'lr'erracon
Project Number:94051081
Report Number: 94051081.0033
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
334 375' N & 50' W of SW corner of Building 504 1 6 18.3 106.3 97
B
335 250' N & 50' W of SW corner of Building 504 1 6 16.8 105.1 96
B
336 100' N & 50' W of SW corner of Building 504 1 6 16.3 107.0 97
B
337 75' N & 50' E of SE corner of Building B 506 1 6 15.2 108.7 99
338 200' N & 50' E of SE corner of Building B 506 1 6 15.9 107.7 98
339 325' N & 50' E of SE comer of Building B 506 1 6 16.9 105.7 96
340 475' N & 50' E of SE corner of Building B 506 1 6 17.7 105.7 96
341 575' N & 50' E of SE corner of Building B 506 1 6 14.9 107.7 98
342 550' N & 125' E of SE corner of Building 506 1 6 14.9 109.0 99
B
343 425' N & 125' E of SE corner of Building 506 1 6 15.8 104.9 96
B
344 300' N & 125' E of SE corner of Building 506 1 6 17.2 107.1 98
B
345 175' N & 125' E of SE corner of Building 506 1 6 17.2 107.0 97
B
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: ~,,~~t~,~,~,
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pdtchard Associates Inc (1) McFadden & MiJler Reviewed by:
(1) City of Ceppell TX
(1) City of Coppelr TX Robed D. Ray,
Senior Project Ma$~rger
The tests were performed in generar 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 propedies of other apparently similar or identical
materiaJs.