ST9902-LR060317
Moisture-Density Relationship
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppel!
(1) City of Cop pel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-013
Report Date: 03/17/2006
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
Haul In
Stockpile
Gray Brown Silty Sand w/Rock and Gravel & Trace of Lime
Flex Base
Tested By: Shawn Wood
Sample Date: 03/14/2006
Moisture-Density Relationship - Curve No. 2308
11il
116
Dry
Density
(pet)
114
112
110
" leO%S tura ion
(no: 17m!
./ ~ '" \
I I \ \
I : \ r\
I \ \
,
f I \
, I la
I I \ \
, I \
:
; I \ \
I \
I ! \ \
:
. I r\
J .
9 11 13 15 17 19 21
Moisture Content ('Yo)
Material Properties and Test Information - Curve No. 2308
Maximum Dry Density: 117.0
Optimum Moisture Percent: 13.5
Test Method(s):
ASTM 0-698
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.
06 Page 1 of 1