Coppell BC3-LR010129LABORATORY COMPACTIO"~.HARACTERISTICS OF SOIL
Date:
Client: Constructors & Associates iect:
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Material Information
Contractor: Constructors & Assoc.
Source of Material: On-site
Proposed Use: Subgrade
Service Date
Project Numl
Report
Sample
Sampled By:
Sample Location:
Sample Description:
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
2001
Wrangler
)eli, Texas
January 23,2001
94OO1487
Ethem, P.G., A. Bulent
NW corner of existing building
Gray sandy clay & reddish tan clayey
sand
Result Specifications
ASTM D-698 Liquid Limit: 38
ASTM D-698 Plastic Limit: 20
ASTM D-698 Plasticity Index: 18
ASTM D-698 % Passing #200:
107.5 % Passing #40:
16.0
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
/ \
/ \
Services- Moisture-Density Relations
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - constr. Insp.
(1) City of Coppell - Bldg. insp.
Reviewed by:~
Eric J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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 necessanly Indicative of the properties of other apparently sim#ar or identical materials.
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