Coppell Trade-LR050411 (2)FIELD DENSITY TESTING
Report Number: 94051081.0027
Service Date: April 1,2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracan
8901 Carpenter Fr~vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 11,..~.?.005
Pro?ct: Coppell T~
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
2. 510810002
3. 510810003
4. 510810008
Field Test Data
Test
No.
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Light brown silty clay w/gravel 15.4
Dark reddish brown sandy clay 15.2
Tan & brown clayey sand .. ~/-~v 12.2
Tan clayey sand ~
Lift/I Mat/~
Test Location Elevation Not" (inches)
109.8 >/= +2 93
106.2 >/= +2 93
117,0 >/= +2 93
117.5 >/= +2 93
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Building C
144 800' S from N end at Center Line 4' BEG 1 6 17.4 105.2
145 800' S & 20' E of Center Line 4' BEG 1 6 19.4 104.3
146 800' S & 20' W of Center Line 4'BEG 1 6 17.2 * 104.5
147 800' S & 60' E of Center Line 3.5' BEG 1 6 18,4 105.3
148 800' S & 60' W of Center Line 3.5' BEG 1 6 17.7 105.5
149 800' S & 80' W of Center Line 3.5' BEG 1 6 18.1 105.0
150 825' S at Center Line 3' BEG 1 6 17.7 104.6
151 825' S & 30' E of Center Line 3' BEG 3 6 14.8 112.0
152 825' S & 60' E of Center Line 3'BEG 3 6 14.7 111.0
153 825' S & 90' E of Center Line 3' BEG 2 6 17.7 101.0
154 825' S & 30' W of Center Line 2.5' BEG 2 6 17.9 100.8
155 825' S & 60' W of Center Line 2.5' BEG 1 6 18,2 102.7
156 825' S & 90' W of Center Line 2.5' BEG 2 6 17,8 101.1
157 850' S from N end 3.5' BEG 2 6 17.5 102.9
158 850' S & 30' E of Center Line 3.5' BEG 100.8
96
95
95
96
96
96
95
96
95
95
95
94
95
97
95
The tests were pen'ormed 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 ara not necessarily indicative of the properties of other apparently similar or identical
materials.
F ELD DENSITY TESTING
client:Coppell Trade Center LP
'li'erracon
Project Number:94051081
Report Number: 94051081.0027
.Field Test Data
Test
No. Test Location
Probe Water Dry Unit
Lift/ Mat. Depth Content Weight
Elevation No. (inches) (%) (pc0
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
850' S & 30' W of Center Line
850' S & 70' E of Center Line
850' S & 70' W of Center Line
850' S & 90' W of Center Line
875' S at Center Line
875' S & 40' E of Center Line
875' S & 80' E of Center Line
875' S & 90' E of Center Line
875' S & 40' W of Center Line
875' S & 80' W of Center Line
875' S & 90' W of Center Line
900' S from N end
900' S & 10' E of Center Line
900' S & 10' W of Center Line
900' S & 50' E of Center Line
900' S & 50' W of Center Line
900' S & 80' W of Center Line
925' S at Center Line
925' S & 70' E of Center Line
Retest of #177, dated 04/01/05
925' S & 90' E of Center Line
925' S & 10' W of Center Line
925' S & 40' W of Center Line
925' S & 80' W of Center Line
950' S fmm N end
950' S & 40' E of Center Line
950' S & 60' W of Center Line
950' S & 80' E of Center Line
950' S & 90' W of Center Line
950' s & 100' w of Center Line
3.5' BEG 1 6 18.0 101.9
3' BEG 2 6 19.0 102.8
3' BEG 2 6 19.1 103.6
3' BEG 2 6 18.0 104.0
2.5' BEG 2 6 17.8 102.7
2.5' BEG 2 6 17.8 101.1
2.5' BEG 1 6 17.7 104.2
2.5' BEG 4 6 13.9 110.7
2'BEG 4 6 13.7 110.6
2'BEG 4 6 14.1 111.1
2' BEG 2 6 18.0 102.9
3'BEG 3 6 14.7 110.2
3' BEG 3 6 14.2 110.7
3' BEG 3 6 14.8 111.1
2.5' BEG 3 6 14.9 110.0
2.5' BEG 3 6 14.1 * 111.4
2.5' BEG 1 6 17.9 104.7
2' BEG 1 6 17.7 105.1
2' BEG 1 6 14.9 * 105.2
3 6 15.1 108.9
2' BEG 1 6 18.1 104.8
1.5' BEG 2 6 19,1 100.9
1.5' BEG 2 6 17.9 101.1
1.5' BEG 2 6 17.9 100.8
2.5' BEG 4 6 15.1 109.7
2.5' BEG 4 6 14.7 111.6
2.5' BEG 4 6 14.5 110.9
2' BEG 4 6 13.9 110.8
2' BEG 1 6 17.9 103.2
2' BEG 1 6 18.0 104.0
Dry Unit
Weight
(% ¢ 3mpaction)
93
97
98
98
97
95
95
94
94
95
97
94
95
95
94
95
95
96
96
93
95
95
95
95
93
95
94
94
94
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 similar or identical
materials.
,FIELD DENSITY TESTING
Client: coppell Trade Center LP
ll'err can
Project Number:94051081
Report Number: 94051081.0027
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc~) (% compaction)
189 975' S at Center Line 1.5' BEG 1 6 18.8 103.9 95
190 975' S & 20' E of Center Line 1.5' BEG 2 6 17.7 101.1 95
191 975' S & 50' E of Center Line 1.5' BEG 2 6 17.7 100.4 95
192 975' S & 80' E of Center Line 1.5' BEG 1 6 18.2 106.0 97
193 975' S & 20' W of Center Line 1' BEG 1 6 17.4 104.0 95
194 975' S & 50' W of Center Line 1' BEG 1 6 18.1 103.8 95
195 975' S & 80' W of Center Line 1'BEG 2 6 18.9 101.0 95
Datum: BEG = Below existing grade
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) Coppe[I 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
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.