ST9902-LR061215
Moisture-Density Relationship
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
City of Coppell ,..,....-~.,7Y..
West Sandy Lak~
Reconstruct~"
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CMJ Report No.: 687-5192-202
Report Date: 12/15/2006
Client:
Project:
Material Origin:
Sample Location:
Material Description:
Material Use:
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Project Information
On Site
15'x10' Paving Cutout at SE Corner of Sandy Lane and Coppell
Brown and Light Brown Sandy Clay (Cement Treated)
Cement Treated
Tested By: Josh Bridges
Sample Date: 12/12/2006
Moisture-Density Relationship - Curve No. 3063
, 1 0% S atura ion
(r.."~ "") '7(\'
\
,
1\
\
-- ""'" ...... . \
/ I ',,- \
I I \ \
) I \. ,
I \.
/ 1 \ \
1/ : ~
106
104
Dry
Density
(pet)
102
100
98
"
13
15
17
19
21
23
25
Moisture Content (%)
Material Properties and Test Information - Curve No. 3063
Maximum Dry Density: 101.5
Optimum Moisture Percent: 17.0
Test Method(s):
Rammer Description:
ASTM D-698
Preparation Procedure: Moist
fd~
l 01,
ytlVY () I.f
CMJ Engineering, In
R. Carl Lee, S.E.T.
Vice President/CMT 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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