DR1201-LR131101 (2) NOV-03-2013 23:32 P.14/15
Texas C T, Inc.
ATA
Construction Materials Testing GEE Consultants Inc
and Environmental Consulting P
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
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MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: November 1, 2013 Project No: 213-0134
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Client: City of Coppell Moisture Report No. 10
Sample Date: October 9, 2013
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method A
Optimum Moisture Content 12.9 percent
Maximum Density 117.1 pounds per cubic foot
Rammer Type Manual
Material Description Orange Silty Sand with Sandstone Fragments and
Occasional Gravel
Material Origin Northside Sidewalk Subgrade
Moisture Preparation Procedure Air Dry
Liquid Limit Non-plastic
Plastic Limit Non-plastic
Plasticity Index (PI) Non-plastic
Percent Passing No. 200 U.S. Sieve 28
cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall -City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall@coppelltx.gov
Mr. Rod Lacy- The Fain Group,Phone: 817-927-4388; via E-mail: rlacy @faingp.com
Texas.CMT, Inc. TBPE Firm: F-4521 Reviewed by:
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Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or observed,and are not necessarily indicative of the quantities of apparently identical or similar products.