St Joseph-LR020522t�
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LABORATORY COMF
Report Number: 940211
Service Date: May 14
0003
CHARACTERISTICS OF SOIL
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8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client St. Joseph Village In>c Report Date: May 22, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, Texas
Project Number: 94
Material Information
Contractor: Centex Construction Co.
Source of Material: On-site
Proposed Use: Common Fill
Laboratory Test Data
Sample Information
Sampled By: Green, Phil
Sample Location: Native fill - on center line, 300' S of
Sandy Lake Rd
Sample Description: Reddish tan & med brown silty sandy
clay
Result Specifications
Test Procedure: ASTM D 698 Liquid Limit: 41
Test Method: ASTM D 698 Plastic Limit: 20
Sample Preparation: ASTM D 698 Plasticity Index: 21
Rammer Type: ASTM D 698 % Passing #200:
Maximum Dry Unit Weight, pcf: 117.1 % Passing #40:
Optimum Water Content, %: 13.2 USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
„a
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y ,15
6
= 111
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O
11]
11,
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1® 1
n
„ n n 11 z M 11 1! M
Moisture Corrterrt ( %]
Services- Moisture- Density Relations
Technician: Phil Green
Z .
LYIVDON J. COX
...............................
Report Distribution: �` 6cy4u I BC Engineerin
(
(1) St. Joseph Village, Inc. (1) City of Coppell -Bldg Insp °°, ;f_! , CE by N F CB
(1) Aguirre Corporation (1) City of Coppell - Constr Insp = Z4
(1) Centex Construction Company °:, Lyndon J. x, P.E.
(1) City of Coppell - Engr Principal gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for th se 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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