St Joseph-LR020529LABORATORY COMPACTION CHARACTERISTICS OF SOIL f'°^
Report Number: 94021187.0001 8901 Caarpec
8901 penter Fnrvy., Suite #100
Service Date: May 14 , 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc.
Rep oSandy
Attn: Joseph Dingman
Pr e .
13223 Glad Acres Drive
d
Dallas TX 75234
Project Number: 94021187
Material Information
Sample Information
Contractor: Centex Construction Co.
Sampled By: Green, Phil
Source of Material: On -site
Sample Location: Native material - on center line, 80' S of
Proposed Use: Common Fill
Sandy Lake Rd
Sample Description: Med brown silty clay w /gravel
LaboratorV Test Data
Result Specifications
Test Procedure: ASTM D 698
Liquid Limit: 41
Test Method: ASTM D 698
Plastic Limit: 23
Sample Preparation: ASTM D 698
Plasticity Index: 18
Rammer Type: ASTM D 698
% Passing 4200:
Maximum Dry Unit Weight, pcf: 107.9
% Passing 440:
Optimum Water Content, %: 17.6
USCS:
Moisture Density Relations
Zero Air
Voids Curve for assumed specific gravity 2.65
,m
,m
N
� 10
O
O 1@
101
tm
9
1J Il 15 16 li 13 19 31 31 33
Moisture C em ( %)
Services- Moisture - Density Relations
Technician: Phil Green
6 1/
i
................
LYNDON J. COX
....... ....::
66401
HBC En ineerin
Report Distribution:
(1) St. Joseph Village, Inc. (1) City of Coppell - Bldg Insp Reviewed by:
(1) Aguirre Corporation (1) City of Coppell - Constr Insp
(1) Centex Construction Company Lyndon J ox, P.E.
(1) City of Coppell - Engr Princip I ngineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written 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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