Windsor Estates-LR010813LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94001501.0021
Service Date: August 6, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
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Material Information
Contractor: Austin Bridge & R oad
Source of Material:On -sit 7
Proposed Use: Subgrad
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Laboratory Test Data
Test Procedure: ASTM D -698
Test Method: ASTM D -698
Sample Preparation: ASTM D -698
Rammer Type: ASTM D -698
Maximum Dry Unit Weight, pcf: 113.0
Optimum Water Content, %: 15.5
a rli�lsion oJliurreatt
ENCdNEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Rep : August 13,
sect: Windsor Estates
Coppell, Texas
Number: ?,4,094"501
Sampled By:
Sample Location:
Sample Description
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200
% Passing #40:
reen, Phil
oadway
rushed concrete flexible base
Result Specifications
40
34
6
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
113
112
111
„o
101
,nG
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9
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Services- Moisture - Density Relations
.4 V1
Technician: Phil Green
Report Distribution: i eri , Inc. _Z� (1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) City of Coppell - Bldg Insp c J. eveland, P.E.
Senior Project Engineer
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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