ST9801-LR 991228TERRA -MAR
40 GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH 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
TMI Project No. DC-99 -510
TMI Report No. DC99- 510 -12
Report Date 12/28/99
Report Distribution
Project Information
44 12
Material Origin:
On -Site Natural Sampled By: M. Kashem
Sample Location:
12" Water Line at Sta: 17 +00 Sample Date: 12/03/99
Material Description:
Brn & Lt. Bm. Sa. Clay w /Gravel Tested By: Sid Adli
Aaterial Use:
Utility Line Backfill
Moi sture - Density Relationsh - C urve No. 6402
117.0
113.0
1 9
6
a
t1
9 109.0
105.0
101.9
9.0 11.0 13.0 15.0 17.0
Moisture Contort (Y4
Material Properties and Test Info rmation - Curve No. 6402
- - - + - - - - -- --
- - - - - -- -- * - * -
- - -- --- - -2.55)
\-4-
t
- -
- - - - -
- - - -
- - - -
M- 1125pef
�-
t �-
+ --?
-�
L-
- - -- - - -
-
- -
-t
7=
_ _�_ _ _ - - -
_} - It_
l t _
19.0
Maximum Dry Density: 112.5 pcf Liquid Limit: 40 Passing No. 200: 47.4%
Optimum Moisture Percent: 113.4 Plastic Limit: 18 USCS:
Plasticity Index: 22
Test Method(s): ASTM D698 -B, D4318 -B, D1140
Rammer Description: Mechanical Preparation Procedure: Moist
Remarks:
TERRA -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.
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