ST9902-LR060802
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 Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-088
Report Date: 08/02/2006
Project Information
On Site
Royal lane, Sta.1 +00
Light Brown Tan Lime Treated Clay
Lime Treated Subgrade
Moisture-Density Relationship - Curve No. 2687
Tested By: Brent Talcott
Sample Date: 07/27/2006
Material Origin:
Sample location:
Material Description:
Material Use:
102
\ ]( 0% S atura ion
fn<= ,'')'1(\1
'\
\
- - f-- - 1-- - l \
/ I ~ "
/ I r\ 1\
I "' ,
J I '\.
I J I I ~ I \
, II : \ i\
/ I 1\ : \
110
108
Dry
Density
(pet)
106
104
13
15
17
19
21
23
25
Moisture Content (%)
Material Properties and Test Information - Curve No. 2687
Maximum Dry Density: 106.5 Liquid Limit:
Optimum Moisture Percent: 17.5 Plastic Limit:
Plasticity Index: Non-plastic
Test Method(s): ASTM 0-698, ASTM 04318
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