Coppell Trade-LR050409FIELD DENSITY TESTING
Report Number: 94051081.0026
Service Date: Mamh 31,2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 09, 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
(%) (pc0
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810005 ASTM D 698 Light brown silty clay w/gravel
2. 510810002 ASTM D 698 Dark reddish brown sandy clay
3. 510810003 ASTM D 698 Tan & brown clayey sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
98
99
100
101
102
103
104
Datum:
Site Grading
92 30' N & 75' E of SE comer of bldg. 8' BFG 1 6
93 220' N & 50' E of SE corner of bldg. 7.5' BFG 2 6
94 175' N & 30' E of SE corner of bldg. 7.5' BFG 3 6
95 125' N & 20' W of SE comer of bldg. 6.5' BFG 3 6
96 70' N & 60' W of SE corner of bldg. 4.5' BFG 1 6
97 40' N & 120' W of SE corner of bldg. 7.5' BFG 2 6
30' S & 60' E of SW corner of bldg, 9' BFG 1 6
330' N & 70' E of SE corner of bldg. 8' BFG 1 6
275' N & 20' W of SE corner of bldg. 8' BFG 2 6
220' N & 40' W of SE corner of bldg. 8' BFG 1 6
180' N & 80' W of SE corner of bldg. 8'BFG 2 6
120' N & 100' W of SE corner of bldg. 8'BFG 1 6
90' N & 110' W of SE comer of bldg. 8'BFG 1 6
BFG = Below final grade
15.4
15.2
12.2
109.8 -1/+3 95
106.2 -1/+3 95
117.0 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcO (% compaction)
16.4 104.5 /95
18.2 102.0 96
15.0 111.9 6
15.9 * 110.9 95
14.8 104.2 95
15.1 104.7 99
16.9 106.4 97
18.0 105.1 96
15.1 104.4 98
14.2 * 105.5 96
19.5 * 104.5 98
18.2 105.4 96
17.2 105.4 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 wriffen 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
Comments (cont'd):
'lrerracan
Project Number:94051081
Report Number: 94051081.0026
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
Field Results Reported To: Charlie w/Metroplex
Report Distribution:
(1) Coppell Trade Cenler LP
(1) Pdlchard Associates Inc
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc inc
(1) McFadden &Miiler
Robert D. Ray, S.E.T.~,~''
Senior Project Man~.,~
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
~,eport Number: 94051081.0026A
Service Date: March 31, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrets
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) §30-1010
Report Date: April 09, 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
(%) (pcf)
Proiect Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1. 510810002 ASTM D 698
2. 510810005 ASTM D 698
3. 510810008 ASTM D 698
Dark reddish brown sandy clay
Light brown silty clay w/gravel
Tan clayey sand
.Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Building C Pad
105 525' S & 20' E of NW comer 1.5' BEG 3 6
106 550' S & 20' E of NW corner 1.5' BEG 3 6
107 575' S & 20' E of NW corner 1' BEG 3 6
108 525' S & 75' E of NW corner .50' BEG 3 6
109 550' S & 75' E of NW comer 1'BEG 3 6
110 575' S & 75' E of NW corner 1.5' BEG 2 6
111 525' S & 125' E of NW comer .50' BEG 1 6
112 550' S & 125' E of NW corner 1'BEG 2 6
113 575' S & 125' E of NW corner 1'BEG 2 6
114 525' S & 175' E of NW corner .50' BEG 2 6
115 550' S & 175' E of NW corner 1'BEG 1 6
116 575' S & 175' E of NW corner 1'BEG 2 6
117 560' S & 60' E of NW comer .50' BEG 1 6
118 560' S at Center Line Final 1 6
119 560' S & 175' W of NW corner Finat 2 6
120 610' S at Center Line Final 2 6
15.2 106.2 >/= +2 93
15.4 109.8 >/= +2 93
11.5 117.5 >/= +2 93
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
13.9 109.5 93
14.7 112.1 95
14.7 111.1 / 95
13.6 110.9 / 94
14.4 109.5 93
17.6 102.8 94
17.7 100.7 95
19.1 102.9 94
19.4 103.7 94
18.2 103.9 95
18.1 100.9 95
17.9 102.8 94
17.8 101.1 95
19.0 101.1 95
17.9 102.0 [ 93
17.8 104.0 ~. 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 ara 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
Test
No. Test Location
121 650'S
122 680'S
123 610'S
124 650'S
125 675'S
128 610'S
127 650'S
128 675'S
129 680'S
130 670'S
131 700'S
132 700'S
133 700'S
134 700'S
135 700'S
136 700'S
137 750'S
138 750'S
139 750'S
140 750'S
141 750'S
142 750'S
143 750'S
Datum:
at Center Line
at Center Line
& 150' W of NW corner
& 150' W of NW corner
& 150' W of NW comer
& 20' W of NW corner
& 50' W of NW corner
& 70' W of NW corner
& 10' W of NW corner
& 70' W of NW corner
from N end at Center Line
& 20' E of Center Line
& 20' W of Center Line
& 60' E of Center Line
& 60' W of Center Line
& 80' W of Center Line
at Center Line
& 30' E of Center Line
& 60' E of Center Line
& 90' E of Center Line
& 30' W of Center Line
& 60' W of Center Line
& 90' W of Center Line
BEG = Below existing grade
'il'erracan
Project Number:94051081
Report Number: 94051081.0026A
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
.50' BEG 2 6
1' BEG 2 6 18.7
.50' BEG 2 6 17,7
1' BEG 2 6 17.7
1' BEG 1 6 18.1
Final 1 6 18.6
1' BEG 3 6 13.8
1' BEG 3 6 14.1
1' BEG 3 6 14.3
1' BEG 3 6 15.0
4.5' BEG 2 6 17,4
4.5' BEG 1 6 17.4
4.5' BEG 1 6 18.4
4' BEG 1 6 19,7
4' BEG 1 6 19.1
4' BEG 2 6 17.7
3.5' BEG 1 6 19.1
3.5' BEG 1 6 18.4
3.5' BEG 1 6 19,4
3,5' BEG 1 6 18.2
3' BEG 1 6 18.7
3' BEG 2 6 17.5
3' BEG 2 6 17.9
18.4 103.7 94
102,9 / 94
104.2 95
103.2 94
100.9 95
101.1 95
110.8 94
111.1 95
111.7 95
109.8 93
104.1 95
100.9 95
102.7 97
100.9 95
100.7 95
103.! 95
101.' 95
101.~ 96
100.~ 95
lOOJ 95
101.9 96
104.7 ~ 95
103.8 95
Comments:
Test results on this report meet project specification.
Services - Perform in-place moisture and density retests as requested or as required by the project specifications to
determine degree of compaction and material moisture condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Michael E, edom
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell 7'X
(1) City of Copperl TX r~;ooer~ L~. y, . .
Senior Project Manage~,~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This raped is exclusively for the use of the~Jient
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 necessarity indicative of the properties of other apparently similar or identical
materials.
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