St Joseph-LR030304FIELD DENSITY TESTING
Report Number: 94021187.0242
Service Date: February 20, 2003
Dallas, Texas 75247
(214) 630-1010
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
Report Date: March 04, 2003
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
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)
1.211870001 ASTM D 698
2. 211870011 ASTM D 698
Field Test Data
Test
No.
Med brown silty clay w/gravel
Reddish brown clayey sand w/clay balls
Test Location
17.6 107.9 -1/+3 95
14.7 113.7 -1/+3 95
Cottage Driveways Subgrade
919 Bldg. #12
92O Bldg. #13
921 Bldg. #11, S Driveway
922 Bldg. #11, Center Driveway
923 Bldg. #11, N Driveway
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
Final 1 6 17.4 106.1 98
Final 1 6 17.1 105.9 98
Final 1 6 16.7 106.0 98
Final 1 6 17.8 104.9 97
Final 2 6 13.7 114.2 100
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: 31787
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To: Co tra tor;?
Technician: Roy T. MontgomeW .
Repo~ Distribution: ~ HB~err
(1) St Joseph Village Inc (1) Aguirre Corporation
(1) Centex Construction (1) St Andrews Management Se~ices Reviewed by: ~ ~ ~
(1) City of Coppell Engineering (1) St Andrews Management Se~ices //~ L~do?' ~. Cox, P.E.
(1) Ci~ of Coppell - Bldg Insp V ~¢~EPrincitI Engineer
The tests were peRormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This ,epo~ is exo~¢wevlf°r the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. 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 identical
materials.
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