Coppell Trade-LR050418FIELD DENSITY TESTING
'Report Number: 94051081,0031
Service Date: April 5, 2005
'lrerracon
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 18, 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 Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1.510810005 ASTM D 698
2.510810003 ASTM D 698
3.510810002 ASTM D 696
4.510810007 ASTM D 698
Field Test Data
Test
No.
Light brown silty clay w/gravel
Tan & brown clayey sand
Dark reddish brown sandy clay
Brown clay w/sand & gravel
Lift/ Mat.
Test Location Elevation
Site Grading, See attached sketch
274 100' N & 90' W of SE corner of Building 503.5'
B
275 150' N & 120' W of SE corner of Building 503.5'
B
276 200' N & 150' W of SE comer of Building 503.5'
B
277 300' N & 180' W of SE corner of Building 503.5'
B
278 400' N & 180' W of SE corner of Building 503.5'
B
279 475' N & 160' W of SE comer of Building 503.5'
B
280 50' N & 170' W of SE corner of Building 503.5'
B
281 100' N & 170' W of SE corner of Building 503.5'
B
15.4 109.8 -1/+3
12.2 117.0 -1/+3
15.2 106.2 -1/+3
20,7 101.2 -1/+3
Probe Water Dry Unit
Depth Content Weight
No. (inches) (%) (pcf)
I 6 18.4 106.8
1 6 14.3 * 108.7
1 6 14.7 109.8
3 6 16.6 101.6
3 6 15.8 103.2
2 6 15.1 110.7
I 6 16.0 107.8
3 6 15.0 111.6
95
95
95
95
Dry Unit
Weight
(% con laction)
97
99
100
96
97
95
98
,100+
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.
FIELD DENSITY TESTING
Client: coppell Trade Center LP
'lrerracon
Project Number:94051081
Report Number: 94051081.0031
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
282 150' N & 170' W of SE corner of Building 503.5' 3 6 18.1 101.9 96
B
283 200' N & 170' W of SE corner of Building 503.5' 3 6 17.9 101.7 96
B
284 250' N & 160' W of SE corner of Building 503.5' 4 6 23.6 98.8 98
B
285 300' N & 80' W of SE corner of Building 503.5' 4 6 23.3 101.7 100
B
286 350' N & 80' W of SE corner of Building 503.5' 1 6 18.3 106.7 97
B
287 240' N & 60' W of SE corner of Building 503.5' 1 6 17.4 109,5 100
B
288 160' N & 60' W of SE corner of Building 503.5' 2 6 15.2 110.9 95
289 70' N & 70' W of SE corner of Building B 503.5' 2 6 14.9 113.2 97
290 40' N & 120' W of SE corner of Building 503.5' 2 6 15.1 112.2 96
B
291 260' N & 100' W of SE corner of Building 503.5' 1 6 16.2 107.6 98
B
292 360' N & 110' W of SE comer of Building 503.5' 1 6 16,2 105.9 96
B
293 430' N & 70' W of SE corner of Building 503.5' 1 6 17.4 106.7 97
B
294 480' N & 60' W of SE corner of Building 503.5' 1 6 17.1 106.1 97
B
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
NOTE: Recommend passing.
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) Merriman Assoc Inc ~/ ~' ~ .~,,,~ J
(1) Pdtchard Associateslnc (1) McFadden &Miller Reviewed by: ~ ~ {./ ~ ~
(1) City of Coppell TX Robert D. Ray, S.E.T.
(1) Cdy of Coppell TX
Senior Project Manag~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclusively for the use of ,,f,~.
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only a~plicable
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
Report Number: 94051081.0029A
Service Date: April 4, 2005
'lrerracan
8901 Carpenter Fn,vy, 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 18, 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
(%) (pcf) (%) (% compaction)
1. 510810002
2. 510810005
3.510810008
4. 510810004
Field Test Data
Test
No.
Site Grading
261
262
263
264
265
266
267
268
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Dark reddish brown sandy clay
Light brown silty clay w/gravel
Tan clayey sand
Gray clay w/gravel
Lift/ Mat.
Test Location Elevation No.
475' N of SW corner of Building [] and 7' BTG
10'E
440' N of SW corner of Building [] and 6' BTG
30'E
400' N of SW corner of Building [] and 5' BTG
50' E
370' N of SW corner of Building B and 4' BTG
70'E
340' N of SW corner of Building [] and 7' BTG
90'E
300' N of SW corner of Building [] and 6' BTG
100' E
275' N of SW corner of Building [] and 7' BTG
120' E
225' N of SW corner of Building [] and 6' BTG
140'E
15.2 106.2 -1/+3 95
15.4 109.8 -1/+3 95
11.5 117.5 ~1/+3 95
18.0 103.0 -1/+3 95
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pcf) (% compaction)
4 6 18.0 101.1 98
4 6 19.1 100.1 97
2 6 14.3 * 106.9 97
3 6 13.4 112.3 96
2 6 17,5 107.2 98
3 6 14.4 111.9 95
3 6 14.5 112.8 96
2 6 16.7 107.0 97
The tests were performed in general accordance with applicable ASTM, AAS HTO, 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 proper[les of other apparently similar or identical
materials.
Fage 1 of 2
FIELD DENSITY TESTING
client:coppell Trade Center LP
lrerracon
Project Number:94051081
Report Number: 94051081.0029A
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct} (% compaction)
269 175' N of SW corner of Building B and 5' BTG 1 6 14.2 104.4 98
170'E
270 125' N of SW corner of Building B and 4' BTG 1 6 14.8 101.4 95
200' E
271 75' N of SW corner of Building B and 40' 3.5' BTG 2 6 17.3 109.5 100
E
272 50' N of SW corner of Building B and 80' 6' BTG 2 6 18.2 106.9 97
E
273 25' N of SW corner of Building B and 7' BTG 4 6 19.7 101.7 99
120' E
Datum: BTG= Below top of ground
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
NOTE: Recommend passing.
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 & Miller Reviewed by:
(1) City of Coppell TX
(1) City of Coppell TX
Senior Project Manage~
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.
FIEL'D DENSITY TESTING
Report Number: 94051081.0029
Service Date: April 4, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 18, 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
(%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/=+2 93
2.510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 >/=+2 93
3.510810008 ASTM D 698 Tan clayey sand 11.5 117.5 >/=+2 93
.Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Building C Pad
235 850' S from N end at center line 1.5' BEG 1 6 17.9 101.8 96
236 850' S from N end at center line 1' BEG 1 6 18.1 101.9 96
237 850' S from N end at center line 1.5' BEG 2 6 18.0 102.9 94
238 850' S from N end at center line 1' BEG 2 6 18.4 102.4 93
239 850' S from N end at center line 1.5' BEG 3 6 14.6 109.7 93
240 850' S from N end at center line 1' BEG 1 6 17.4 102.0 96
241 900' S from N end at center line 1' BEG 3 6 14.4 109.8 93
242 900' S from N end at center line .5' BEG 3 6 13.9 110.7 94
243 900' S from N end at center line 1' BEG 1 6 17.9 102.1 96
244 900' S from N end at center line .5' BEG 2 6 18.4 103.1 94
245 900' S from N end at center line 1' BEG I 6 18.2 102.1 96
246 900' S from N end at center line ,5' BEG 3 6 14.1 110.1 94
247 900' S from N end at center line 1' BEG 3 6 13,8 111.1 95
248 875' S from N end and 90' W of center .5' BEG I 6 17.7 102.4 96
line
249 900' S from'N end and 70 E of center line .5' BEG 3 6
15.0 110.8 94
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: 94051081.0029
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
250 925' S from N end and 50' W of center .5' BEG 3 6 14.7 111.1 95
line
251 950' S from N end at center line .5' BEG 3 6 14.0 109.9 94
252 975' S from N end and 90' W of center .5' BEG 3 6 13.7 109,2 93
line
253 875' S from N end and 70' E of center line .5' BEG 2 6 17.7 104.1 95
254 900' S from N end and 50' W of center .5' BEG 2 6 17.8 103.9 95
line
255 925' S from N end at center line .5' BEG 2 6 18.1 105.0 96
256 975' S from N end at center line .5' BEG 1 6 17.9 101.1 95
257 875' S from N end and 10' E of center line .5' BEG I 6 17.6 102.1 96
258 900' S from N end and 70' W of center .5' BEG 3 6 13.9 110.7 94
line
259 925' S from N end and 20' E of center line ,5' BEG 1 6 19.4 101.4 95
260 950' from N end and 80' W of center line .5' BEG 2 6 18.4 103.7 94
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) Merriman Assoc Inc
(1 } Pritchard Associates Inc (1) McFadden & Mitler Reviewed by:
(1) City of Coppell TX Robert D. Ray, S.E.T.
(1) City of Coppell TX Senior Project Manager
The tests were pedormed 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
Report Number: 94051081.0028
Service Date: April 2, 2005
'll'erracan
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 18, 2005
p r oj e ct~_..~ p e !.1. T__r~_d. ~_~C_e nte r ~
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Ma terial In formation
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
Project Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810008 ASTM D 698 Tan clayey sand 11.5 117.5 >/=+2
2. 510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 >/=+2
3. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/=+2
Field Test Data Probe Water Dry Unit
Test Lift/ Mat. Depth Content Weight
No. Test Location Elevation No. (inches) (%) (pc0
196 825' S from N end at center line 2.5' BEG 1 6 14.5 109.7
197 825' S from N end & 50' W of center line 2.5' BEG 1 6 15,3 111.9
198 825' S from N end & 90' W of center line 2.5' BEG 1 6 16.1 112.1
199 825' S from N end & 50' E of center line 2' BEG 1 6 16.2 109.0
200 825' S from N end & 90' E of center line 2' BEG 1 6 16.5 108.8
201 840' S from N end &10' W of center line 2' BEG 1 6 13.9 110.9
202 850' S from N end & 20' W of center line 2.5' BEG 1 6 15.7 111.0
203 850' S from N end & 60' W of center line 2.5' BEG 2 6 17.8 104.7
204 850' S from N end & 30' E of center line 2.5' BEG 2 6 18.8 102.7
205 850' S from N end & 70' E of center line 2.5' BEG 2 6 19.3 103.3
206 850' S from N end & 70' W of center line 2'BEG 2 6 17.7 102.7
207 850' S from N end & 30' E of center line 2' BEG 2 6 17,7 103.1
208 850' S from N end & 90' E of center line 2' BEG 2 6 18.4 104.4
209 875' S from N end at center line 2' BEG 3 6 18.3 99.7
210 875' S from N end & 20' E of center line 2' BEG 3 6 17.7 100.7
211 875' S from N end & 20' W of center line 2'BEG 3 6 17.8 100.1
212 875' S from N end & 60' E of center line 1.5'BEG ,3
18.0 100.0
93
93
93
Dry Unit
Weight
(% ;ompaction)
93
95
95
93
93
94
94
95
94
94
94
94
95
~5
~4
The tests were performed in generat 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 resutts 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: 94051081.0028
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
213 875' S from N end & 60' W of center line 1.5' BEG 1 6 15.0 109.6 93
214 875' S from N end & 90' E of center line 1.5' BEG I 6 14.7 110.4 94
215 875' S from N end & 90' W of center line 1.5' BEG 1 6 14.7 109.8 93
216 925' S from N end & 10' E of center line 1' BEG 1 6 13.6 112.0 95
217 925' S from N end & 60' W of center line 1' BEG 1 6 14.4 110.6 94
218 925' S from N end & 90' E of center line 1' BEG 2 6 18.3 103.4 94
219 925' S from N end &10' W of center line 1' BEG 2 6 18.6 102.8 94
220 925' S from N end & 60' E of center line 1' BEG 2 6 19.1 101.9 93
221 925' S from N end & 90' W of center line 1'BEG 2 6 19.0 102.4 93
222 975' S from N end at center line 1' BEG 3 6 17.8 101.0 95
223 975' S from N end & 50' E of center line 1' BEG 3 6 17.7 100.6 95
224 975' S from N end & 50' W of center line 1'BEG 3 6 19.1 100.8 95
225 990' S from N end & 60' E of center line .5' BEG 1 6 15.0 111.4 95
226 990' S from N end & 80' W of center line .5' BEG 1 6 14.8 109.4 93
227 990' S from N end & 90' E of center line .5' BEG 1 6 13.8 110.8 94
228 990' S from N end & 60' W of center line .5' BEG 1 6 14.7 111.5 95
229 990' S from N end & 80' W of center line .5' BEG 2 6 17.9 103.1 94
230 990' S from N end & 90' E of center line .5' BEG 2 6 18.1 104.3 95
231 990' S from N end & 10'W of center line .5' BEG 2 6 18.1 103.8 95
232 990' S from N end & 20' E of center line .5' BEG 2 6 17.6 104.1 95
233 990' S from N end & 10' W of center line .5' BEG 3 6 17.7 101.4 95
234 990' S from N end & 20' E of center line .5' BEG 2 6 19.1 103.2 94
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. edom
(1) Ceppe~l Trade Center LP (1) Merriman Assoc Inc z/f J~/~. ~r~ ~ J'-~
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by: ~' ~ M--/~,/~'
(1) City of Coppell TX Robed D. Ray, S.E.T.
(1) City of Coppell TX
Senior Project Mana~/ ,
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repeal is exclusively for the usez~e 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 proper[ies of other apparently similar or identical
materials
FIELD DENSITY TESTING
Report Number: 94051081.0035
Service Date: April 9, 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 18, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
**REVISED
Description ~'~1
Light brown silty clay ~,/gravel
Material Information
Material Laboratory
No. Test Method
1.510810005 ASTM D 698
2. 510810003 ASTM D 698
3. 510810002 ASTM D 698
4.510810008 ASTM D 698
Field Test Data
Test
No.
Tan & brown clayey sand
Dark reddish brown sandy clay
Tan clayey sand
Lift/ Mat.
Test Location Elevation No.
Number: 94051081
Lab Te<J~ Data
·' Optimum Max. Lab
Water Dry Unit
Content Weight
~tion (%) (pcf)
15.4 109.8
12.2 117.0
15.2 106.2
11.5 117.5
Probe Water
Depth Content
(inches) ~ __
6 17.7
Building C
359 Test Pit #1, see attached sketch 4' BEG 3
360 Test Pit #1, see attached sketch 3' BEG 3
361 Test Pit #1, see attached sketch 2' BEG 2
362 Test Pit #1, see attached sketch 1' BEG 2
363 Test Pit #2, see attached sketch 4' BEG 1
364 Test Pit #2, see attached sketch 3' BEG 1
365 Test Pit #2, see attached sketch 2' BEG 2
366 Test Pit #2, see attached sketch 1' BEG 2
367 Test Pit #3, see attached sketch 4' BEG 1
368 Test Pit #3, see attached sketch 3' BEG 1
369 Test Pit #3, see attached sketch 2' BEG 2
370 Test Pit #3, see attached sketch 1' BEG 2
371 Test Pit ¢t4, see attached sketch 4' BEG .'4-"\
372 Test Pit ¢t4, see attached sketch 3' BEG ,~ ~'~ ~
373 Test Pit #4, see attached sketch 2' BECk/ ~/
6 15.9
6 19.4
6 18.8
6 15.4
6 14.9
6 17.5
6 17.9
6 14.3
6 14.7
6 14.8
6 14.7
6 13.6
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
>/= +2 93
>/= +2 93
>/= +2 93
>/= +2 93
Dry Unit Dry Unit
Weight Weight
(pot} (% compaction)
100.1 / 94
101.2 95
108.8 93
109.1 93
106.6 97
104.7 95
108.4 93
109.7 94
106.3 97
102.1 93
109.0 93
108.9 93
113.4 ,~ 97
108.9 '~
109.4
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
ll'erracan
Project Number:94051081
Report Number: 94051081.0035
Field Test Data
Test
No. Test Location
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pot) (% compaction)
374 Test
375 Test
376 Test
377 Test
378 Test
379 Test
380 Test
381 Test
382 Test
383 Test
384 Test
385 Test
386 Test
387 Test
388 Test
389 Test
390 Test
391 Test
392 Test
393 Test
394 Test
395 Test
396 Test
397 Test
398 Test
399 Test
400 Test
401 Test
402 Test
403 Test
Pit ~N., see attached sketch
Pit #5, see attached sketch
Pit #5, see attached sketch
Pit #5, see attached sketch
Pit #5, see attached sketch
Pit #6, see attached sketch
Pit #6, see attached sketch
Pit #6, see attached sketch
Pit #6, see attached sketch
Pit #7, see attached sketch
Pit #7, see attached sketch
Pit #7, see attached sketch
Pit #7, see attached sketch
Pit #8, see attached sketch
Pit #8, see attached sketch
Pit #8, see attached sketch
Pit #8, see attached sketch
Pit #9, see attached sketch
Pit #9, see attached sketch
Pit #9, see attached sketch
Pit #9, see attached sketch
Pit #10, see attached sketch
Pit #10, see attached sketch
Pit #10, see attached sketch
Pit #10 ;ee attached sketch
Pit #11 see attached sketch
Pit #11 see attached sketch
Pit #11 see attached sketch
Pit #11 see attached sketch
Pit #12 see attached sketch
1' BEG 3 6 18.1 102.0 96
4' BEG 1 6 18.2 103.7 94
3' BEG 1 6 18.7 104.1 95
2' BEG 1 6 19.2 107.1 98
1' BEG 1 6 18.2 106.1 97
4' BEG 1 6 17.9 106.4 97
3' BEG 1 6 17.8 105.1 96
2' BEG 1 6 18.7 107.0 97
1' BEG 1 6 18.4 104.9 96
4' BEG 3 6 19.4 100.8 95
3' BEG 3 6 18.4 101.0 95
2' BEG 3 6 20.0 99.4 94
1' BEG 3 6 18.7 101.7 96
4' BEG 1 6 19.4 102.3 93
3' BEG 2 6 15.0 111.2 95
2' BEG 4 6 14.7 112.5 96
1' BEG 4 6 15.1 111.4 95
4' BEG 4 6 14.8 113.0 96
3' BEG 4 6 14.6 114.5 97
2' BEG 4 6 13.7 115.1 98
1' BEG 2 6 14.9 109.8 94
4' BEG 2 6 14.8 113.8 97
3' BEG 2 6 15.3 115.1 98
2' BEG 2 6 14.6 114.5 98
1' BEG 2 6 14.8 112.6 96
4' BEG 2 6 14.5 111.2 95
3' BEG 2 6 14.7 111.7 95
2' BEG 2 6 14.5 112.1 96
1' BEG 2 6 14.5 111.0 95
4' BEG 2 6 15.7 110.7 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 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 sirnilar or identical
materials.
FIELD DENSITY TESTING
client: coppell Trade Center LP
'lrerracon
Project Number:94051081
Report Number: 94051081.0035
Field Test Data
Test
No. Test Location
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf} (% compaction)
404 Test Pit #12,
405 Test Pit #12,
406 Test Pit #12,
407 Test Pit #13,
408 Test Pit #13,
409 Test Pit #13,
410 Test Pit #13,
411 Test Pit #14,
412 Test Pit #14
413 Test Pit #14
414 Test Pit #14
415 Test Pit #15
416 Test Pit #15
417 Test Pit #15
418 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
430
Datum:
see attached sketch 3' BEG 2 6 14.7 113.0 97
see attached sketch 2' BEG 2 6 14.7 112.5 96
see attached sketch 1' BEG 2 6 14.8 113.7 97
see attached sketch 4' BEG 2 6 14.7 109.8 94
see attached sketch 3' BEG 2 6 15.1 111.1 95
see attached sketch 2' BEG 4 6 14.3 113.7 97
see attached sketch 1' BEG 4 6 13.7 114.4 97
see attached sketch 4' BEG 4 6 14.1 114.1 97
see attached sketch 3' BEG 4 6 14.4 115.1 98
see attached sketch 2' BEG 4 6 13.6 113.7 97
see attached sketch 1' BEG 2 6 15.4 110.7 95
see attached sketch 4' BEG 2 6 15.4 109.4 94
see attached sketch 3' BEG 2 6 15.3 109.9 94
see attached sketch 2' BEG 2 6 14.5 109.0 93
see attached sketch 1' BEG 2 6 14.4 111.1 95
see attached sketch 4' BEG 4 6 13.7 114.2 97
see attached sketch 3' BEG 4 6 14.1 112.9 96
see attached sketch 2' BEG 4 6 14.4 112.8 96
see attached sketch 1' BEG 4 6 14.2 112.9 96
see attached sketch 4' BEG 4 6 14.2 114.1 97
see attached sketch 3' BEG 4 6 13.7 113.1 96
see attached sketch 2' BEG 4 6 13.9 113.7 97
see attached sketch 1' BEG 4 6 13.9 112.1 95
see attached sketch 4' BEG 4 6 13.7 111.9 95
see attached sketch 3' BEG 2 6 15.4 110.1 94
see attached sketch 2' BEG 2 6 15.4 109.9 94
1' BEG 4 6 13.9 113.7 97
Test Pit #18 see attached sketch
BEG = below existing grade
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 repot[ 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 iocation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
FIELD DENSITY TESTING
client: Coppel] Trade Center LP
ll'erracon
Project Number:94051081
Report Number: 94051081.0035
Comments (cont'd):
NOTE: **This report was REVISED on 04/18/05 by changing the Test Nos. from 358 through 429
to 359 through 430.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID: 32769
Technician: Michael E. Odom
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by: ,/' ~ ~ ~ '~ '.,-/./
(1) City of Coppell TX Robert D. Ray, S.E.T.
(1) City of Coppell TX Senior Project Manager/,,.~
The tests were performed in general accordance with applicable ASTM, AASHTQ, or DOT test methods. This report is exclusively for the use of t~e client
indicated above and shall not be reproduced except in full without the writlen 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.
'irerracon
Consulting Engineers & Scientists
7001 '~
N?