Coppell Trade-LR050421 (2)FIELD DENSITY TESTING
Report Number: 94051081.0032
Service Date: April 6, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001 ~'
'lrerracan
8901 Carpenter FnNy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 21, 2005
ect: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information Lab Test Data
Optimum Max. Lab
Water Dry Unit
Material Laboratory Content Weight
No. Test Method Description and Classification (%) (pcf)
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 -1/+3
2.510810003 ASTM D 698 Tan & brown clayey sand 12.2 117.0 -1/+3
3. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 1062 -1/+3
4. 510810004 ASTM D 698 Gray clay w/gravel 18.0 103.0 -1/+3
Field Test Data Probe Water Dry Unit
Test Lift/ Mat. Depth Content Weight
No. Test Location Elevation No. (inches) (%) (pc/)
Site Grading
295 50' N & 30' E of SW corner of Bldg. #3, 505' 4 6 17.2 99.0
see attached sketch
296 125' N & 30' E of SW corner of Bldg. #3, 505' 4 6 18.4 98.0
see attached sketch
297 225' N & 30' E of SW corner of Bldg. #3, 505' 4 6 16.9 * 99.4
see attached sketch
298 325' N & 30' E of SW corner of Bldg. #3, 505' 1 6 15.2 109.1
see attached sketch
299 425' N & 30' E of SW corner of Bldg. #3, 505' 1 6 17.7 106.2
see attached sketch
300 525' N & 30' E of SW corner of Bldg. #3, 505' 1 6 18.4 104.7
see attached sketch
301 450' N & 90' E of SW corner of Bldg. #3, 505' I 6 18.2 103.9
see attached sketch ~
8" Sanitary Sewer ~i ~'
95
95
95
95
Dry Unit
Weight
(%7pacS°n)
97
99
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 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 'lrr rracon
Client:Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0032
Field Test Data Probe
Test Lift/ Mat. Depth
No, Test Location Elevation No. (inches)
302 Sta~ 2+00 3' BEG 2 6
303 Sta. 2+03 2' BEG 2 6
304 Sta. 2+06 1' BEG 2 6
305 Sra. 4+00 3.5' BEG 3 6
306 Sta. 4+03 2.5' BEG 3 6
307 Sra. 4+06 1.5' BEG 3 6
Site Grading
308 100' N & 80' W of SE corner of Bldg. B, 505' 1 6
see attached sketch
309 175' N & 80' W of SE corner of Bldg. B, 505' 1 6
see attached sketch
310 250' N & 80' W of SE corner of Bldg. B, 505' 4 6
see attached sketch
311 325' N & 80' W of SE corner of Bldg. B, 505' 2 6
see attached sketch
312 425' N & 80' W of SE corner of Bldg. B, 505' 2 6
see attached sketch
313 525' N & 80' W of SE corner of Bldg. B, 505' 2 6
see attached sketch
314 150' N & 125' W of SE corner of Bldg. B, 505' 2 6
see attached sketch
315 200' N & 125' W of SE corner of Bldg. B, 505' 2 6
see attached sketch
316 300' N & 125' W of SE corner of Bldg. B, 505' 4 6
see attached sketch
317 400' N & 125' W of SE corner of Bldg. B, 505' 4 6
see attached sketch
318 500' N & 125' W of SE corner of Bldg. B, 505' 4 6
see attached sketch
319 575' N & 125' W of SE corner of Bldg. B, 505' 4 6
see attached sketch
Datum: BEG = Below existing grade
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
12.9 111.8 96
12.6 111.3 95
13.4 111.7 95
18.1 100.8 95
17.9 100.7 95
17.8 101.1 95
18.3 107.3 98
18.2 107.2 98
19.8 105.1 100+
11.9 110.6 95
13,9 110.9 95
11.8 111.9 96
15.3 * 115.5 99
13.1 116.4 99
19.2 101.7 99
18.4 100.4 97
18.7 99.8 97
18.9 98.6 96
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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 2 of 3
.FIELD DENSITY TESTING 'lrerracon
Client: Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0032
Comments (cont'd):
NOTE: *Recommend Pasing for Test Nos. 297 and 314.
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
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pritchard Associates Inc (1) McFadden & MiJler Reviewed by:
(1) City of Coppell TX
(1) City 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 3 of 3