ST9801-LR 000108TERRA -MAR
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972)488 -8800 fax: (972)488 -8080
Report of Moisture - Density Relationship
Client City of Coppell
Project Coppell Road Improvements Report Distribution
TMI Project No. DC -99 -510
TMI Report No. DC -99- 510 -013
Report Date 01/08/00
Project Information
Material Origin: Onsite/ Native
Sample Location: 12" water line @ Coppell Road @ sta 19 +00
" 4terial Description: Light gray Silty CLAY
aterial Use: Backfill
Moisture- Density Relationship - Curve No. 6479
. . .
.......... .......................... ......... ....... .... .......... .............._................_ ............................. . ........................ .......................................................
Maximum Dry Density:
Optimum Moisture Percent:
112.6
108.0
n
r
m
104.0
Z
100.0
96.0
13.0
°•° If.0 18.0 21.0 23.0
Moisture Content (Y.)
K.
c1l
Material Properties and Test Information - Curve No. 6479
106.2 pcf Liquid Limit: 43 Passing No. 200
17.2 Plastic Limit: 14 USCS:
Plasticity Index: 29
Test Method(s): ASTM D698 -A, D4318 -B, D1140
Rammer Description: Mechanical Preparation Procedure: Moist
Remarks:
M. Kashem
01/03/00
Charles Ray
6)
O
Z
X
Cz
N
O
IL
65.3%
4 R -MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
Sampled By:
Sample Date
Tested By:
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