St Joseph-LR021113FIELD DENSITY TESTING
Report Number: 94021187.0180
Service Date: November 8, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date:
Project: St. Joseph Village
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 13, 2002
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)
1.211870001 ASTM D 698 Med brown silty clay with gravel
17.6 107.9 -1/+3 95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
N Bridge Backfill @ Main Entrance
868 5' S & 5' W of SE cor. of Bridge Retaining 1' BTRW 1 8
Wall
869 10' S & 40' W of SE cot. of Bridge 1' BTRW 1 8
Retaining Wall
870 10' S & 10' W of SE cor, of Bridge ETRW 1 8
Retaining Wall
871 15 S & 60' W of SE cor. of Bridge ETRW 1 8
Retaining Wall
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
19.7 103.4 96
18.9 104.1 96
19.5 102.8 95
20.0 103.7 96
Comments:
Test results on this report meet project specification.
NOTE: BTRW = below top of retaining wall
ETRW = even with top of retaining wall
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 ...0....._,~:.~. ¢,,
..--'.: ...--'
Gauge ID: 1614 ~./, ~ ¢... r
Field Results Reported To: Forrest w/Centex
Technician: Bryan C. Hughes ~ ~T~. CO~
Repo~Distribution: // ~,,~,ra
(1) St. Joseph Village, Inc. (1) Ci~ of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management
(1) Ci~ of Coppell - Bldg Insp - Pri~i~l/E~gineer
The tests were pefiormed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repoK i~xcbsively ~ the use of the c~ient
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test resul~ 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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