St Joseph-LR021029FIELD DENSITY TESTING
Report Number: 94021187.0168
Service Date: October 24, 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: October 29, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
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)
1.211870015 ASTM D 698 Dk brown & gray clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Bridge Wall Backfill @ N Main Entrance
Approach
847 N Bridge Wall, 5' N & 10' W of NE cor. 1' BTOB 1 6
848 N Bridge Wall, 8' N & 60' W of NE cor. 1' BTOB 1 6
849 N Bridge Wall, 6' N & 15' W of NE cot. Final I 6
850 N Bridge Wall, 10' N & 65' W of NE cor. Final 1 6
851 S Bridge Wall, 7' S & 10' W of SE cor. 3' BTOB I 6
852 S Bridge Wall, 9' S & 50' W of SE cor. 3' BTOB 1 6
Datum: BTOB = Below top of bridge
20.9
101.5 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
21.7 98.1 97
21.4 98.4 97
22.3 97.2 96
20.0 99.5 98
21.5 98.9 97
21.1 99.7 98
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: 1614
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Technician: Bryan C. Hughes
ReportDistribution: ,. 1~ HBCF_~gine~.
(1) St. Joseph Village, ~nc. (1} City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management y- Lyndon J~Cox, P.Ei .
(1) City of Coppell - Bldg Insp . v Principal~ngineer
H
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fbr the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terrecon. 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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