SS9901-LR040707Construction 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:
July 7, 2004
City of Coppell
July 2, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-0125
Moisture Report No. 1
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 20.4 percent
Maximum Density ......................................... 102.4 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Light Gray Clay w/occasional
......................................................... calcareous nodules
Material Origin ........................................... 60 yards north of Belt Line
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 44
Plastic Limit ............................................. 18
Plasticity. Index ........................................... 26
Percent Passing No. 200 U.S. Sieve ........................... 66
Technician:AT
Mr. Rick O'Dell - City of Coppell
Mr. Ted B. Sugg - Turner Collie & Braden, lnc
Mr. Sam Montoya - S.J. Louis Construction of Texas LTD. (Relests-densities)
Our letters and reports are t~r 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