Coppell Trade-LR050706· FIELD DENSITY TESTING
Report Number: 94051190.0054
Service Date: June 22, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(2t4) 630-t010
Report Date: July 06, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
15.2 106.2 >/= Opt 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
Spread Footing Bearing
286 B/1 4.9' BFG 1 6 17.4 101.8 96
287 C/1 5.0' BFG 1 6 16.8 102.5 97
288 D/1 4.8' BFG 1 6 18.3 101.6 96
289 E/1 4.7' BFG 1 6 17.2 103.3 97
290 E/2 5.2' BFG I 6 17.9 102.5 97
291 D/2 5.1' BFG 1 6 16.6 103.2 97
292 C/2 5.3' BFG 1 6 18.5 101.5 96
293 B/2 4.9' BFG 1 6 17.3 102.6 97
294 B/3 4.7' BFG 1 6 19.1 102.0 96
295 C/3 4.8' BFG 1 6 16.7 104.2 98
296 D/3 4.9' BFG 1 6 15.9 105.1 99
297 E/3 4.8' BFG 1 6 17.5 103.6 98
298 B/4 5.1' BFG 1 6 17.8 103.9 98
Datum: BFG = below final 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 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 1 of 2
FIELD DENSITY TESTING ']rerracon
Client: Coppell Trade Center LP Project Number:94051190
Report Number: 94051190.0054
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: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Henry/Charlie
(1) Coppell Trade Center LP (1) Merriman Asscc Inc
(1) TechniStruclures (1) McFadden & Miller Reviewed by:
(1) City o1' Coppell TX (1) Macatee Engineering Inc Robert D. Ray, S.E.T.~
(1) City of Coppell TX Senior Project MaJ~er
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. T~st results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~ies of other apparently similar or identical
materials.
Page 2 of 2 o7.,~,~,,
FIELD DENSITY TESTING
Report Number: 94051190.0047
Sen/ice Date: June 20, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
"lrarracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 06, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Matedal Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
15.2 106.2 >/= Opt. 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiflJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
Spread Footings
242 B/11 5.4' BFG 1 6 16.3 107.1 100+
243 C/11 5' BFG 1 6 18.8 104.5 98
244 D/11 4.11' BFG 1 6 18.1 103.6 98
245 E/11 5.2' BFG 1 6 17.4 104.7 99
246 E/10 5.1' BFG 1 6 16.9 105.1 99
247 E/9 5' BFG 1 6 17.5 105.6 99
248 E/8 4.10' BFG 1 6 16.6 106.0 100
249 B/7 5.3' BFG 1 6 18.1 104.1 98
250 C/7 5' BFG 1 6 17.7 105.0 99
251 D/7 4.11' BFG 1 6 17.2 103.7 98
252 E/7 4.10' BFG 1 6 18.0 102.2 96
_n~_t~,m:BFG = below final 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~,STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted/Charlie
Report Distribution:
(1) Coppell Trade Center LP
(1) Techn~S~ructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by:
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is exclusively for the usa of the client
indicated above and shell not be reproduced except in full without the written consent of our ccmpeny. Test results transmitted herein are only applicable
to the actual samples tested at the Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 o~ ~cs~,~., ~,~
FIELD DENSITY TESTING
Report Number: 94051190.0042
Service Date: June 17, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Sts #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 06, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct) (%) (% compaction)
1. 510810065 ASTM D 698 Crushed limestone flexible base 8.4 124.8 -2/+2 95
2. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= Opt. 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct) (% compaction)
221 A/14 5.10' BFG 2 6 17.3 103.3 97
222 Ail4 4' BFG 1 6 9.9 120.6 97
223 A/14.6 4' BFG 1 6 7.8 122.4 98
224 A/15.3 4' BFG 1 6 8.8 123.0 99
225 A/16 4' BFG 1 6 8.3 125.1 100
226 A/16.5 4' BFG 1 6 9.5 124.2 100
227 A/17.3 4' BFG 1 6 10.0 120.8 97
228 A/18 4' BFG 1 6 9.7 121.7 98
229 A/18.5 4' BFG 1 6 8.9 123.2 99
230 AJ19.3 4' BFG 1 6 10.2 119.8 96
231 A/20 4' BFG 1 6 9.6 122.2 98
232 A/14 3' BFG 1 6 8.8 124.4 100
233 N14.6 3' BFG 1 6 8.5 123.2 99
234 N15.3 3' BFG 1 6 8.7 124.1 99
235 N16 3' BFG 1 6 9.3 122.6 98
236 A/16.5 3' BFG I 6 8.4 123.9 99
237 A/17.3 3' BFG 1 6 8.6 125.2 100
238 A/18 3' BFG 1 6 9.2 124.4 100
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 written consent of our company. Test results transm~ed herein are only applicable
to the actual samplss 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
Field Test Data
Test Lift/
No. Test Location Elevation
lrerracon
Project Number:94051190
Report Number: 94051190.0042
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
239 A/18.5 3' BFG 1 6 7.7 123.0 99
240 A/19.3 3' BFG 1 6 9.3 121.5 97
241 A/20 3' BFG 1 6 8.0 122,7 98
Datum: BFG = below final 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 matedal moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted/Chadie
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Asset Inc
(1) McFadden & Miller
(1) Macatee Engineering
Reviewed by: ~~~
Robert D. Ray, S.E~'.
Senior Project Manager
The tests were perfo~Tned in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa of the client
indicated above and shall nut 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 uther apparently similar or identical
materials.
FIELD DENSITY TESTING 'lrerracan
Report Number: 94051190.0049
Service Date: June 21,2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
8901 Carpenter Frwy, Ste #100
Dallas, Teas 75247
(214) 630-1010
Report Date: July 06, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
ProJect Number: 94051190
Material Information
Matedal 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
2. 510810065 ASTM D 698
Field Test Data
Test
No.
Dark reddish brown sandy clay
Crushed limestone flexible base
Test Location
Probe
Lift/ Mat. Depth
Elevation No. (inches)
Spread Footings
253 BI6 5.6' BFG
254 C/6 5.7' BFG
255 D/6 5.4' BFG
256 F_./6 5' BFG
257 El5 5.1' BFG
258 D/5 5.6' BFG
259 C/5 5.1' BFG
260 BI5 5.3' BFG
261 E/4 5' BFG
262 D/4 5.4' BFG
263 C/4 5.2' BFG
264 E/7 4' BFG
265 D/7 4' BFG
266 C/7 4' BFG
267 B/7 4' BFG
268 E/8 4' BFG
269 El9 4' BFG
15.2 106.2 >/+ Opt. 95
8.4 124.8 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
6 16.2 101.5 96
6 15.8 102.7 97
6 17.3 101.4 95
6 16.7 104.3 98
6 16.5 103.6 98
6 18.0 101.1 95
6 16.9 104.0 98
6 17.4 102.2 96
6 17.4 104.5 98
6 16.8 103.4 97
6 17.1 101.8 96
2 6 9.6 125.2 100
2 6 9.3 123.9 99
2 6 9.9 123.3 99
2 6 8.1 124.7 100
2 6 8.7 123.8 99
2 6 8.8 125.5 100+
The tests were pert'ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa of the client
indicated above and shall not be reproduced except in full without the written consant 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
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
270 E/10 4' BFG 2 6
271 E/11 4' BFG 2 6
272 D/11 4' BFG 2 6
273 C/11 4' BFG 2 6
274 B/11 4' BFG 2 6
275 BI11 3' BFG 2 6
276 C/11 3' BFG 2 6
277 D/11 3' BFG 2 6
278 E/11 3' BFG 2 6
279 E/10 3' BFG 2 6
280 F_/9 3' BFG 2 6
281 E/8 3' BFG 2 6
282 E/7 3' BFG 2 6
283 D/7 3' BFG 2 6
284 C/7 3' BFG 2 6
285 B/7 3' BFG 2 6
Datum: BFG = below final grade
'! refrar'on
Project Number:94051190
Report Number: 94051190.0049
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
9.4 124.0 99
9.3 122.6 98
8.5 123.7 99
9.2 121.4 97
9.5 122.8 98
8.9 122.0 98
9.4 120.6 97
9.0 124.2 100
8.8 123.6 99
10.3 124.4 100
9.8 122.0 98
10.0 121.4 97
9.5 120.0 96
9.6 122.5 98
9.3 119.8 96
10.1 120.9 ~)7
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~,STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted/Chadie/Henry
Report Distribution: ~~~enirPr°
(1) Coppell Trade Center LP (1) Merriman Assoc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX j
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 2 0~cs~0~.. ~,~