ST9902-LR060220 (2)
M-'c;ture-Density Relationship
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell Report Distribution: (1) City of Cappel!
Project: West Sandy Lake Road (1) City of CoppeU
Reconstruction
CMJ Report No.: 687-5192-001
Report Date: 02/20/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On Site
Stockpile
Dark Brown Clay
Trench Backfill
Tested By: Shawn Wood
Sample Oate: 02/10/2006
Moisture-Density Relationship - Curve No. 2207
101
99
Dry
Density
(pet)
97
95
93
\ IC 0% ~ iatura ion
\.
~ ;il"'1 ...... ~ '1\
J' I '" . \
/ : 1\ [\
I , ,
\..
I I 1\ \
I
If I \ I\.
I
J I \ \.
, ! \ '\
I
17 19 21 23 25 27 29
Moisture Content (%)
Material Properties and Test Information - Curve No. 2207
Maximum Dry Density: 99.0
Optimum Moisture Percent: 22.0
Liquid Limit:
Plastic Limit:
65 -"'
22 -
43 -
Test Method(s):
Plasticity Index:
ASTM 0-698, ASTM 04318
Rammer Description:
Preparation Procedure: Moist
-~~
~..~~., 1'1'
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
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