ST1002-LR120217LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94111246.0038
Service Date: 02/11/12
Report Date: 02/17/12
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
4ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94111246
Material Information
Sample Information
Source of Material: Treated on -site
Sample Date: 02/11/12
Proposed Use: Paving subgrade
Sampled By: Christopher Amoah
Sample Location: Main Street, Sta. 3 +00
Sample Description: Dark brown clay ( lime treated )
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 95.0
Optimum Water Content ( %): 24.4
Result Specifications
Liquid Limit: 35
Plastic Limit: 29
Plasticity Index: 6
In -Place Moisture ( %):
USCS:
97
V 96
95
L 94
93
92
91
M 90
89
88
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
Water Content ( %)
Comments
Services: Moisture - Density Relations
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Em ailed (1) City of Coppell TX, Em ailed
(1) City of Coppell TX, Em ailed
(1) Freese and Nichols Inc, Emailed
(1) City of Coppell TX, Em ailed
(1) JRJ Paving LP, Emailed
Test Methods: ASTM D698, ASTM D4318
Reviewed By:
Eric J. Cleveland, P.E.
Senior Project Manager
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.
CR0066, s- z7 -ii, Rev.e Page 1 of 1