First Methodist-LR011020Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
Technician: AT
Dallas, Texas 75229
Texas CMT, Inc.
MOISTURE DENSITY RELATIONSHIP REPORT
October 20, 2001 Project No: 201 -0177
First United Methodist Church of Coppell
October 9, 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
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)
(214) 352-6957 Fax (214) 352-6972
A
13.9 percent
103.0 pounds per cubic foot
Manual
Light Brown Clayey Sand
w /light weight aggregate
occasional limestone fragments
(TXI material)
Stockpile SE of site
Air Dry
27
15
12
59
Moisture Report No. 5
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.
Construction Materials Testing
and Environmental Consulting
10044 Monroe Drive
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
Test Results:
Dallas, Texas 75229
Texas CMS, Inc.
MOISTURE DENSITY RELATIONSHIP REPORT
October 20, 2001
First United Methodist Church of Coppell
October 9, 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)
(214) 352 -6957 Fax (214) 352.6972
Project No 201 -0177
Moisture Report No. 4
A
13.0 percent
112.2 pounds per cubic foot
Manual
Brown Clayey Sand import
material from commercial site
next to YMCA
Stockpile SW end of site
Air Dry
21
14
7
36
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.