WA0101-LR050524Construction Materials Testing
and Environmental Consulting
Texas
CM%
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
May 24, 2005
City of Coppell
May 19, 2005
Hwy. 121 Water Line
Project No: 205-0137
Moisture Report No. 1
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 10.5 percent
Maximum Density ......................................... 117.9 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Orange & Light Brown Silty Sand
......................................................... w/sandy clayey balls
Material Origin ........................................... Stockpile ~ 121 & Coppell Rd.
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. N/P
Plastic Limit ............................................. N/P
Plasticity Index ........................................... N/P
Percent Passing No. 200 U.S. Sieve ........................... 31
Technician: AT
cc: Ms Suzan C. Taylor - City of Coppell Mr kar~ Davis -City of Coppell
Mr. Luis Velasquez - Fox Contractors, Inc.
Mr. Douglas K Showers - Birkhoff, Hendricks & conway, LLP