St Joseph-LR020904FIELD DENSITY TESTING
Report Number: 94021187.0086
Service Date: August 23, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 04, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information Lab Test Data
Optimum Max, Lab
Water Dry Unit
Material Laboratory Content Weight
No. Test Method Description and Classification (%) (pcf)
Project Requirements
Water
Content Minimum Dry
Range Unit Weight
(%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel 17.6 107.9 -1/+3
Field Test Data Probe Water Dry Unit
Test Lift/ Mat. Depth Content Weight
No. Test Location Elevation No. (inches) (%) (pcf)
Box Culvert Backfill, E Side of Jobsite
727 Sta. 0+20 2nd 1 6 18.2 107.4
728 Sta. 1+10 2nd 1 6 17.4 108.9
729 Sta. 2+00 2nd 1 6 12.8 * 110.1
95
Dry Unit
Weight
(% compaction)
100
101
102
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
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:
Technician: Bryan C. Hughes
Report Distribution: ~ VBC Enl~t~eerin~
(1) St. Joseph Village. Inc. (1) City of Coppell Engineering
(1) Aguin'e Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management -
(1) City of Coppell ~ Bldg Insp v Principal ,En~neer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f(~e use of the client
indicated above and shall not be reproduced except in full without the wdtten 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 properties of other apparently similar or identical
materials.
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