St Joseph-LR021213FIELD, DENSITY TESTING
Report Number: 94021187.0194
Service Date: December 6, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ll'erracan
"~_ 8901 Carpenter Frwy,
Dallas, Texas 75247
(214) 630-1010
I --Repo, Date: December 13, 2002
Proje~'_._J~sePh Villag~
i20-i East Sanay~L-~ke Rd
Coppell, TX 75019
Project Number: 94021187
Ste #100
Material Information
Material Laboratory
No. Test Method
1. 211870015 ASTMD698
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)
Dk brown & gray clay
20.9 101.5 -1/+3 95
Field Test Data
Test Lift/
No. Test Location Elevation
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
Fill Over Concrete Bridge @ N Main
Entrance
892 10' S & 15' W of NE cor. of Bridge I'BFG 1 8
Retaining Wall
893 40' S & 60' W of NE cor. of Bridge 2' BFG 1 8
Retaining Wall
Datum: BFG = Below finished grade
21.7 96.9 95
22.0 97.2 96
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
.-- %~:.:..' ~'..:/j~
~ LYNDON J. COX
Fiel~ Results RepoSed To: Forrest w/~ontra~tor
Technician: Bwan C. Hughes -
Repo~ Distribution: /] HBC~erracon /
h V a e Inc (1) City of Cop~ll Engineering /~ ~ ~
((11))~r~or~r~io'n' (1) St Andr~s Management Reviewed by: ~ ~ ' ~
(11 ~ ~nt~ ~ ~li~e Bid g i n sp (1) St Andre~ Mana~ment ~ Lyndon J.~, P.E.~
( ) y p - pfincipal~ineer
The tests were edormed n general accordance ~ app cable ASTM, ~SHTO, or DOT test methods. This repoA ~s exclumve.ly ~e, use ~ th~, chent
indicated abov~and sha not be reproduced except in full without the wri~en approval of Te~con. Test resul~ transm tted here~n are omy appHcao~e
to the actual samples tested at the iocafion(s) referenced and are not necessarily indicate of the propeAies of other apparently similar or identical
materials. Page 1 of 1