Coppell Trade-LR050506FIELD DENSITY TESTING
Report Number: 94051081.0056
Service Date: April 27, 2005
'll'erracan
8901 Carpenter FnNy, 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: May 06, 2005
Project: Coppetl 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
(%) (pcf) (%) (% compaction)
1. 510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 -'[/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No Test Location Elevation No. (inches) (%) (pcf) (% compaction)
27" RCP, Line A
584 Sra. 4+50 2' BFG 1 6 17.2 104.1 95
585 Sta. 4+50 1' BFG 1 6 15.9 106.7 97
21" RCP, Line A
586 Sta. 6+50 2' BFG 1 6 16.1 107.7 98
587 Sta. 6+50 1' BFG 1 6 15.0 107.1 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 material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: Michael E. Odom
Field Results Reported To: Tim
Report Distribution;
(1) Pritchard Associates ]nc (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 r po~ is exoJu
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 prope~ies of other apparently similar or ~dentica~
materials
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