St Joseph-LR020604LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021187.0015
Service Date: May 30, 2002
EI'qGINF.~ING~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: June 04, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, Texas
Project Number: 94021187
Material Information
Contractor: Centex Construction Co.
Source of Materiah On-site
Proposed Use: Common Fill
Laboratorl/ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 101.5
Optimum Water Content, %: 20.9
ASTM D 698
Method A
Moist Method
Mechanical
Sample Information
Sampled By: Green, Phil
Sample Location: Native Material
Sample Description: Dk brown & gray clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result
55
25
30
Specifications
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
~ LYNDON J. COX
~ ............................... ,...-~
S ~: 6~01 :~
Teohnioian: Phil ~reen '~.- ~. ~ ..~
~ C~N$ N~ HBG En meenn
(1, St. Joseph Village. Inc. (1) Ci~ of Coppel, - Bldg Insp '~:~, ".~z ~ "~..¢>
(1) Aguiffe Co.ration (1) Ci~ of Coppell - Constr Insp Kevlew~:
P.E.
(1) Centex Csdons~uc~on Company / L~don J.~x,
(1) Ci~ of Coppell - Engr ~ Pdndpal~gineer
The tes~ ~re pedo~ed in general accordan~ ~ appli~ble ASTM, ~SHTO, or DOT test me~s. This re~d is exclusively ~ ~e use of the client
indicted above and shall not be mpr~uc~ ex.pt in ~11 ~out ~e ~en approval of Teffacon. Test msul~ ~nsmiE~ heroin are only appli~ble
to ~e a~ual ~mples tested at the Io~tion(s) refemn~d and are not necessarily indi~five of ~e pmpedies of o~er apparently similar or iden~l
materials.
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