First Methodist-LR011022Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive Dallas, Texas 75229
Test Report Date
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
First United Methodist Church of Coppell
October 16, 2001
First United Methodist Church New Parking Lot
Moisture Density Relationship
ASTM D698
Method
Optimum Moisture Content
Maximum Density
Rammer Type
Material Description
Material Origin
Moisture Preparation Procedure
Liquid Limit
Plastic Limit
Plasticity Index
Percent Passing No. 200 U.S. Sieve
Technician: AT
cc: Mr. John Rosenberg First United Methodist Church (2)
Mr. Ray Larson First United Methodist Church
Mr. Eric Royal First United Methodist Church
Mr. Larry Davis City of Coppell
Mr. Bob Colon Hill Wilkinson (2)
Texas CMT, Inc.
(214) 352-6957
MOISTURE DENSITY RELATIONSHIP REPORT
Fax (214) 352 -6972
October 22, 2001 Project No 201 -0177
Moisture Report No. 6
A
10.9 percent
109.9 pounds per cubic foot
Manual
Reddish Brown Clayey Sand
brown sandy clay
Stockpile west end of site
Air Dry
29
14
15
48
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.