9th Grade Center-LR170708 (5)CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94171164.0082
Service Date: 07/08/17 8901 Carpenter Fwy Ste 100
Report Date:07/11/17 Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Client Project
Coppell ISD Coppell ISD 9th Grade Center
Attn: Louis Macias 1301 Wrangler Circle
1303 Wrangler Cir Coppell, TX 75019
Coppell, TX 75019
Project Number: 94171164
Material Information Sample Information
Source of Material:Native Sample Date:07/08/17
Proposed Use:Common fill Sampled By:Martinez, Andres
Sample Location:Paving Subgrade
Sample Description:Dark brown clay lime treated
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:73
Test Method:Method B Plastic Limit:61
Sample Preparation:Wet Plasticity Index:12
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):80.8
Optimum Water Content (%):34.7
USCS:
Comments:
Services:Moisture-Density Relations
Terracon Rep.: Martinez, Andres
Reported To:
Contractor:Northstar Builders Group, LLC
Report Distribution:
(1) Coppell ISD, Louis Macias (1) Corgan Associates Inc, Keith Cummins
(1) Glenn Engineering, Robert Howman (1) Northstar Builders Group, Charles Posey Reviewed By:_______________________________
(1) Northstar Builders Group, Jeff Miller (1) Northstar Builders Group, Justin Dunkin Daniel Wood
(1) Northstar Builders Group, Roberto Gonzalez (1) Sizelove Construction, Nathan Hayward Project Manager
Test Methods:ASTM D698, ASTM D1140, ASTM D4318
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.
Zero Ai r Vo i d s Curv e fo r Ass umed Specific
G rav ity 2.70
45444342414039383736353433323130
74
75
76
77
78
79
80
81
82
83
Water Content (%)
D r y U n i t W e i g h t (p c f )