St Joseph-LR021212FIELD .DENSITY TESTING
R~port Number: 94021187.0192
Service Date: December 4, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 12, 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 Prelect 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
20.9 101.5 -1/+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)
Fill Over Concrete Bridge at N Main
Entrance
888 10' S & 20' W of NE cor. of Bridge 4' BFG 1 8 23.2 97.0 96
Retaining Wall
889 30' S & 70' W of NE cor. of Bridge 4' BFG 1 8 21.7 98.4 97
Retaining Wall
890 25' S & 10' W of NE cor. of Bridge 3' BFG 1 8 23.9 96.8 95
Retaining Wall
891 40' S & 80' W of NE cor. of Bridge 3' BFG 1 8 23.4 98.1 97
Retaining Wall
Datum: BFG = below finished 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
.--'" OFT .... -~,,
: ........ ,,
Gauge ID: 1614 /%~.~....'~'-....:~,%,
LYNDON J, COX
Field Results RepoAed To: Forrest w/Centex ",~J f/A':;~'; ~ g~
Technician: B~an C. Hughes ......
Repeal Distribution: ~e
(1) St. Joseph Village, Inc. (1) City of Cop~ll Engin~fing
(1)Aguiffe Co~tion (1) StAndrews Management Reviewed by: . ~ Lyndo~ Cox, P.E~
(1) Centex - Jobsite (1) St ~drews Management
(1) City of Coppell - Bldg Insp Pdnc~ Engineer
The tests were pe~ormed in general accordance with appli~ble ASTM, ~SHTO, or DOT test methods. This repo~ is exclusively for the use of the client
indicated above and shall not be reprodu~d except in ~11 ~thout the written approval of Terracon. Test results transmi~ed herein are only applicable
to the actual samples tested at the location(s) referenced and are not ne~ssarily indi~tive of ~e propedies of other apparently similar or identical
materials.
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