Coppell BC3-LR010130LABORATORY COMPACTIOI/'~HARACTERISTICS OF SOIL
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Weiborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
January 30, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
January 26, 2001
94001487
94001487.0002
Material Information
Contractor: Constructors & Assoc.
Source of Material: On-site
Proposed Use: Proposed Select Fill
Sample Information
Sampled By: Ethem, P.G., A. Bulent
Sample Location: Stockpiled on-site
Sample Description: Brown clayey sand
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
Result Specifications
ASTM D-698 Liquid Limit: 25 Maximum 35
ASTM D-698 Plastic Limit: 18
ASTM D-698 Plasticity Index: 7 Range 5 - 15
ASTM D-698 % Passing #200:
120.0 % Passing #40:
11.5
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
/' % \
/ '~, ~
/ x x
\
Moi~ure Conter~ [%}
Services- Moisture-Density Relations
Technician: Abdullah Ethem
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppetl - Bldg. Insp.
Reviewed by:
~"~ri~. 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 necessarily indicative of the properties of other apparently similar or identical materials.
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