ST9902-LR060220
M~sture-Density Relationship
eM J ENGINEERING, lNC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppel! Report Distribution:
Project: West Sandy Lake Road
Reconstruction
(1) City of Cappel!
(1) City of Cappel!
CMJ Report No.: 687-5192-002
Report Date: 02/20/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On Site
Stockpile
Tan and Dark Brown Silty Clay
Trench Backfill
Tested By: Shawn Wood
Sample Date: 02/10/2006
Moisture-Density Relationship - Curve No. 2208
93
"- Ie O%S tura ion
"
\'"
"
-- -- - - "-
JII' ....... "-
JI ~ '- '" "-
J , "
I \ "
J \i
1 '\
109
105
Dry
Density
(pet)
101
97
15 17 19 21 23 25 27
Moisture Content ('Yo)
Material Properties and Test Information - Curve No. 2208
Test Method(s):
Liquid Limit: 63
Plastic Limit: p
Plasticity Index: ~3
ASTM 0-698, ASTM 04318
Maximum Dry Density:
Optimum Moisture Percent:
100.5
21.0
Rammer Description:
Mechanical
Preparation Procedure: Moist
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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