ST0003-LR080611LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081163.0003
Irerracon
Service Date: June 11, 2008 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: City of Coppell TX Report Date: June 20, 2008
Attn: Albert Samaniego Project: Coppell Road - #ST00 -03
Engineering Dept Sandy Lake Road to
PO Box 9478 Cooper Lane
Coppell TX 75019 Coppell, TX
Project Number: 94081163
Material Information
Contractor: Tiseo
Source of Material: Roadway excavation
Proposed Use: Common Fill
USCS: CL
Laboratory Test Data
Test Procedure:
ASTM D 698
Test Method:
Method A
Sample Preparation:
Moist Method
Rammer Type:
Mechanical
Maximum Dry Unit Weight, pcf:
116.0
Optimum Water Content, %:
12.6
117
116
116
Sample Information
Sampled By: Bradley W. Hatch
Sample Location: Sta. 53 +00
Sample Description: Reddish brown sandy clay
Result Specifications
Liquid Limit: 32
Plastic Limit: 14
Plasticity Index: 18
% Passing #200: 51.3
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
S
ill
a
Z
112
111
lla
1a9
0 9 to 11 12 la ll IS 16 li 19 19 ID
W.t- C.H.rd ( %)
Services- Moisture - Density Relations
Report Distribution: Terracon Rep: Bradley W.Hatch
(1) City of Coppell TX
(1) HuittZollars Inc
(1) Tiseo Paving Company
Reviewed by:
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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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