First Baptist-LR030812Construction Materials Testing
and Environmental Consulting
Wox ts
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:
August 12, 2003
First Baptist Church of Coppell
July 31, 2003
First Baptist Church of Coppell
Moisture Density Relationship
ASTM D698
Project No: 203-0161
Moisture Report No. l
Test Results:
Method .............
Optimum Moisture Content .................................. 13.2 percent
Maximum Density ......................................... 112.6 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Brown Clayey Sand
Material Origin ........................................... Subgrade-center of building pad
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 28
Plastic Limit ............................................. 14
Plasticity Index ........................................... 14
Percent Passing No. 200 U.S. Sieve .............. ~'l ........... 46
Construction Ntaterials 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: August 12, 2003 ProjectNo: 203-0161
C[ient:
Sample Date:
Project:
Identification:
Test Procedure:
First Baptist Church of Coppell
July 31, 2003
First Baptist Church of Coppell
Moisture Density Relationship
ASTM D698
Moisture Report No. 2
Test Results:
Method ............................................. A
Optimum l'v~)i~;.k~l~ k~t~l;t~l:t ...................................... : ......
Maximum Density ......................................... 106.1 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Dark Brown Sandy Clay
Material Origin ........................................... NE corner of new parking
Moisture Preparation Procedure .............................. Air
Liquid Limit ............................................. 45
Plastic Limit ............................................. 14
Plasticity Index ........................................... 31
Percent Passing No. 200 U.S. Sieve ........................... 62
Technician: AT
CC:
Mr. J. \V. Bales - First Baptist Church of Coppdl
Mr. Mark Hill- II I1 Architects
Mr. James Starling - Starling-Richardson Construction