WA0101-LR050616Construction Materials Testing
and Environmental Consulting
Texas
CMT,
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:
June 16, 2005
City of Coppell
June 13, 2005 --
State Hwy. 12~
~sity Relationship
ASTM D698
Project No: 205-0137
Moisture Report No. 4
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 14.5 percent
Maximum Density ......................................... 111.0 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Brown Sandy Clay
Material Origin ........................................... Station 41+00 - 3' below grade
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ................... 38
............ 13
Plasticity Index ................
Percent Passing No. 20~l~S.~e~....~...~..
Technician
cc: Ms Suzan C Taylor- City of Coppell Mr Larry Davis - City of Coppell
Mr Luis Velasquez - Fox Contractors, In¢
Mr Douglas K Showers - Birkhoff, Hendricks & conway. LLP