ST9902-LR060728 (4)
Moisture-Density Relationship
eM J ENGINEf:1UNG, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell Report Distribution:
Project: West Sandy lake Road
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-076
Report Date: 07/28/2006
Project Information
On Site
Sta. #53+30 15l of Centerline
Cement Treated Brown Sandy Clay
Cement Treated Subgrade
Moisture-Density Relationship - Curve No. 2669
Tested By: Richard Jones
Sample Date: 07/22/2006
Material Origin:
Sample location:
Material Description:
Material Use:
112
110
Dry
Density
(pet)
108
106
104
\ ]( 0% S alura ion
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1 .......
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, : \1 \
I
If I \ \
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7 I i ~, \
I
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11 13 15 17 19 21 23
Moisture Content (%)
Material Properties and Test Information - Curve No. 2669
Maximum Dry Density: 110.0
Optimum Moisture Percent: 15.5
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, ite , 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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