ST9902-LR060728 (2)
Moisture-Density Relationship
eM J ENGINEER[NG, 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.: 687-5192-083
Report Date: 07/28/2006
Project Information
Material Origin:
Sample location:
Material Description:
Material Use:
On Site
North Coppel Road
Light Brown Sandy Clay (Lime Treated)
Lime Treated Subgrade
Moisture-Density Relationship - Curve No. 2675
Tested By: Zach Hartgrave
Sample Date: 07/24/2006
107
105
Dry
Density
(pef)
103
101
99
I \ 1 O~~J~tura ion
I ~ ,..,m
--1~~-,~~ I- ~ -:=tL " ' I
I
1/ 1"1\. \
i ~ ,
j \.
if I 1\ \
1
j 1 \ I 1\
/ : \ \
II I ~ \.
Ii I , i ,
, I I I \ 1\
. ' "
. 1 \
,
1 ,
13
15
17
19
21
23
25
Moisture Content (%)
Material Properties and Test Information - Curve No. 2675
Maximum Dry Density: 105.5
Optimum Moisture Percent: 17.0
Liquid Limit:
Plastic Limit:
Test Method(s):
Plasticity Index: Non-plastic
ASTM 0-698, ASTM 04318
Rammer Description:
Mechanical
Preparation Procedure: Moist
CMJ Engineering, Inc
R. Carl Lee, SET.
Vice PresidentlCMT Manager
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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