Securelock-LR040622Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Foal Worth, I-exas 76118 phone: (817) 284-9363 fax:(617) 284-9430
Prime Construction
SecurLock Self Storage
Coppell, TX
TMI Report No.:
Report Date:
Material Origin:
Sampte Location:
Matedal Description:
Matedal Use:
Moisture-Density Relationship
Report Distribution: (1) Houghton Capital {1) Prime Construcgon Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
FC03-63414-035
06/22/2004
On Site
100' South of Northeast Entrance of Site
Lime Treated Gray Sandy Clay
Lime Treated Paving Subgrade
Dry
Density
(pcf)
Project Information
Tested By: Bryan Mack, A.E.T.
Sample Date: 06/18/2004
Moisture-Density Relationship - Curve No. 7049
(Os=2 70)
94
92
90
88
86
21 23 25 27 29 31 33
Moisture Content (%)
Material Properties and Test Information - Curve No. 7049
Maximum Dry Density: 88.5 Liquid Limit:
Optimum Moisture Percent: 26.0 Plastic Limit:
Plasticity Index;
Test Method(s): ASTM D-698-A, ASTM D-4318-B
Rammer Description: Mechanical
Non-plastic
Preparation Procedure: Moist
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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