St Joseph-LR021002LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021187.0134
Service Date: September 27, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 02, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Contractor: Centex Construction Co.
Source of Material: Treated on-site
Proposed Use: Lime Stabilized Subgrade
Laboratory Test Data
Test Procedure:
Test Method:
Sam pie Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 105.8
Optimum Water Content, %: 18.0
Sample Information
Sampled By: Whyman, Michael W.
Sample Location: Sta. 18+00 Starleaf Street
Sample Description: Brown silty clay (lime treated)
Result Specifications
ASTM D 698 Liquid Limit: 49
Method A Plastic Limit: 37
Moist Method Plasticity Index: 12
Mechanical % Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
,; LYNDON J. COY.
Technician: Michael W. Whyman
Repod Distribution: ~ HBC E~ineeri~
(1 St. Joseph Village, nc 1 City of Cop~l Engineering ~ ~ ( ~ / ~/
¢)Agui~.Corpo~tion 0)StAndrewsManagement Reviewed by: ~.¢ ~ -
(1) Centex- Job~i~eBid Ins (1) St And~ Management ~ Ly~do~ J. ~x, P.E.
(1) City of Cop~ - g p Principal [E~gineer
The tests were pe~ormed in genera accordance ~th app cab e ASTM, ~SHTO or DOT test me.ods. This repo~ is exclusively f~the use of the client
indicated above and shall not be reprCuced ex.pt in full without the wriEen approval of Teffacon. Test results tmnsm Eed herein are only app cab e
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~es of other apparently similar or identical
materials.
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