ST0003-LR080620
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081163.0003
Service Date: June 11, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Contractor: Tiseo
Source of Material: Roadway excavation
Proposed Use: Common Fill
USC& CL
Report Date: June 20, 2008
Project: Coppell Road - #STOO-03
Sandy Lake Road to
Cooper Lane
Coppell, TX
Project Number: 94081163
SamDle Information
Sampled By: Bradley W.Hatch
Sample Location: Sta.53+00
Client: City of Coppel! TX
Attn: Albert Samaniego
Engineering Dept
PO Box 9478
Coppel! TX 75019
. Sample Description: Reddish brown sandy clay
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
116.0
12.6
Liquid Limit:
Plastic Limit:
Plasticity Index:
Result
32
14
18
Specifications
% Passing #200:
51.3
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
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w.ter Cont.... (....)
Services- Moisture-Density Relations
Reviewed by:
Report Distribution:
(1) City of Coppell TX
(1) Huitt Zollars Inc
(1) Tiseo Paving Company
Terracon Rep: Bradley W.Hatch
c J. level d, P.E.
Senior Project gineer
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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
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