BEI Properties-LR051221J~~ ENGINF,ER[NG, INC
Moisture-Density Relationship
7636 Pebble Drive Fort Worth, Texas 76118 Tel (817) 284-9400 Fax: (817) 589-9993
Client: Cooper General Contractors Repon` Distribution (1) Cooper General Contractors
Project: Bloom Retail Center (1) Ray Mansoory
(1) City of Coppell
CMJ Report No. 502-5167-009
Report Date: 12/21/2005 Project Information
Material Origin. Haul In Tested By• Rick Campbell
Sample Location In-Place on East Side of Pad Sample Date 12/15/2005
Material Description Tan Clayey Sand
Material Use. Select Fill
Moisture-Density Relationship -Curve No. 2048
1
1
Dry
Density
(P~
11
11
11
23 1 0% Satura ion
21
9 ~
7
5
6 8 10 12 14 16 18
Moisture Content (%)
Material Properties and Test Information -Curve No. 2048
Maximum Dry Density 119 5 Liquid Limit: 22
Optimum Moisture Percent: 11.5 Plastic Limit: 14
Plasticity Index: 8
Test Method(s): ASTM D-698, ASTM D4318
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.
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