Coppell Trade-LR050404 (2)FIELD DENSITY TESTING
Report Number: 94051081.0021
Service Date: Mamh 22, 2005
'lrerracan
8901 Carpenter Fw~y, 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 04, 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
(%) (pcf) (%) (% compaction)
1. 510810003 ASTM D 698 Tan & brown clayey sand 12.2 117.0 >/= +2 93
2. 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 Pad C, See Attached Sketch
56 30' S & 75' E of NW comer 1.5' BFG 1 6 17.2 110.0 94
57 160' S & 40' W of NE comer .5' BFG 2 6 15.8 113.0 96
58 260' S & 25' W of NE corner At Grade 2 6 14.3 114.1 97
59 350' S at Center Line 4.5' BFG 1 6 16.2 109.9 94
60 425' S & 40' E of NW corner 3.5' BFG 2 6 16.1 111.7 95
Datum: BFG = Below final grade
Comments:
Test results on this report meet project specification.
Services - Pedorm 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 Repoded To: Charlie w/Metroplex
Report Distribution:
(1) Coppell Trade Center LP
(1) Pdtchard Associates Inc
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
Robert D. ~Ray, .
Senior Project Manager
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 tocation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
FIELD DENSITY TESTING
Report Number: 94051081.0022
Service Date: March 23, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
At[n: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: April 04, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information Lab Test Data Pmiect 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. 510810008 ASTM D 698 Tan clayey sand 11.5 117.5 >/= +2 93
2. 510810003 ASTM D 698 Tan & brown clayey sand 12.2 117.0 >/= +2 93
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Pad C, See Attached Sketch
61 425' S & 30' E of NW corner 4'BFG 2 6 16.1 111.1 95
62 400' S & 20' E of NW corner 3.5' BFG 2 6 14.9 112.4 96
63 475' S & 10' E of NW comer 4.5' BFG 1 6 17.1 109.8 93
64 100' S at Center Line .5' BFG 1 6 16.7 109.4 93
65 375' S at Center Line At Grade 1 6 17.2 108.9 93
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 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) Coppell Trade Center LP
(1) Pritchard Associates Inc
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
Reviewed by:
Rober[ D. Ray, S.E.T~'~
Senior Project M~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. 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.
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