Coppell Trade-LR050329FIELD DENSITY TESTING
Report Number: 94051081.0018
Service Date: March 18, 2005
'lrerracan
8901 Carpenter Frwy, Ste #180
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: March 29, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
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
(°/o) (pc0 (%) (% compaction)
1.510810005 ASTM D 698
2. 510810008 ASTM D 698
3. 510810008 ASTM D 698
4. 510810003 ASTM D 698
Field Test Data
Test
No.
Light brown silty clay w/gravel
Tan clayey sand
Tan clayey sand
Tan & brown clayey sand
Lift/ Mat.
Test Location Elevation No.
Building Pad, Building C, See Attatched
Sketch
28 30' S & 20' W of NE corner 4' BFG 1
29 100' S & 15' W of NE comer 3.5' BFG 1
30 200' S & 25' W of NE corner 3' BFG 2
Site Grading, See Attached Sketch
31 200' N & 90' E of SE corner of Building A 6.5' BFG 3
Building Pad, Building C, See Attached
Sketch
15.4 109.8 >/= +2 93
11.5 117.5 >/= +2 93
11.5 117.5 -1/+3 95
12,2 117.0 >/= +2 93
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pc0 (% compaction)
6 17.9 104.8 95
6 17.9 107.2 98
6 14.9 111.6 95
6 10.7 116.7 99
32 230' S & 30' E of NW corner 4'BFG 1 6 19.0 101.9 93
33 160' S & 75' E of NW comer 3.5' BFG 4 6 16.7 109.7 94
34 90' S & 30' E of NW corner 5.5' BFG 4 6 14.9 110.7 95
35 280' S at center line 3.5' BFG 2 6 15.2 112.1 95
36 180' S & 40' W of NE corner 2.5' BFG 1 6 18.9 105.4 96
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 onIy 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: 94051081.0018
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
Field Results Reported To: Charlie w/Metroplex
Report Distribution:
(1) Coppel] Trade Center LP
(1) Pdtchard Associates In=
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc [nc
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
indisated above and shall not bo 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
,FIELD DENSITY TESTING
Report Number: 94051081.0019
Service Date: Mamh 19, 2005
Client: Coppell Trade Center LP Report Date:
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
March 29. 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
(%) (pc0 (%) (% compaction)
1. 510810005 ASTM D 698
2. 510810003 ASTM D 698
3. 510810007 ASTM D 698
4. 510810008 ASTM D698
Field Test Data
Test
No.
Light brown silty clay w/gravel
Tan & brown clayey sand
Brown clay w/sand & gravel
Tan clayey sand
Lift/ Mat.
Test Location Elevation No.
15.4 109.8 >/= +2 93
12.2 117.0 >/= +2 93
20.7 101.2 -1/+3 95
11.5 117.5 -1/+3 95
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pcf) (% compaction)
Building Pad, Building C, See Attached
Sketch
37 80' S & 60' E of NW corner 3.5' BFG 1 6
38 200' S & 60' E of NW corner 2.5' BFG 2 6
39 280' S & 70' E of NW corner 2' BFG 2 6
Site Grading, See Attached Sketch
40 325' N & 50' E of SE comer of Bldg. A 5.5' BFG 4 6
41 60' N & 50' E of SE comer of Bldg. A 5' BFG 3 6
42 180' N & 50' E of SE comer of Bldg. A 6'BFG 3 6
43 240' N & 60' E of SE corner of Bldg. A 6' BFG 4 6
Building Pad, Building C, See Attached
Sketch
44 20' S & 80' W of NE comer 3~5' BFG 1 6
45 180' S & 100' W of NE corner 1.5' BFG 1 6
46 250' S & 120' W of NE corner 1.5' BFG 2 6
Datum: BFG = below final grade
17.9 104.8 95
17.9 108.5 93
14.9 112.6 98
14.3 116.6 99
23.5 99,6 98
22.5 99.8 99
13.9 114.1 97
18.7 109.4 100
18.1 109.0 99
15.4 111.9 96
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 repod is exclusively for the use of the client
indicated above and shall not bo reproduced except in full without the written consent ol~ our company. Test results transmitted herein are only applicable
to the actual samples tested at the [coation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
'FIELD DENSITY TESTING _.____ ..' rPrr con
Client: Coppell Trade Center LP
Project Number:94051081
Report Number: 94051081.0019
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
Gauge ID: 32769
Technician: Michael E. Odom
Field Results Reported To: Chadie w/Metroplex
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(~) Pntchard A~sociatss Inc Reviewed by:
(1) City of Coppell TX
(1) Cily 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 ara not necsesadly indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2