WA0301-LR050720 (2)Construction Materials Testing
and Environmental Consulting
Texas
CM%
[nc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: July 20, 2005 Project No: 205-01
Client: Moisture Report No.
City of Coppell
sample Date: July 12, 2005
Project: L~och Lane 3
Identification:
Test Procedure:
Moisture Density Relationship
ASTM D698
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 17.2 percent
Maximum Density ......................................... 103.0 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Dark Brown Silty Clay
Material Origin ........................................... 620 Loch Lane
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 43
Plastic Limit ............................................. 16
Plasticity Index ........................................... 27
Percent Passing No. 200 U.S. Sieve ........................... 65
Technician: AT
cc Ms Suxan C Taylor- City of Coppell
Mr Larry Davis - City of Coppell
Mr Luis Velasquez- Fox Contractors.
Our letters and reports are lbr the exclusive use of the client lo whom they are addressed. The use of our name must receive our prior written approval Our let e s 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
Texas
CMT,
Irlc.
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 20, 2005
City of Coppell
July 12, 2005
Loch Lane
Moisture Density Relationship
ASTM D698
Project No: 205-015/
Moisture Report No. 2
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 17.2 percent
Maximum Density ......................................... 104.2 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Brown Silty Clay w/occasional
......................................................... calcareous nodules
Material Origin ........................................... 604 Loch Lane
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 45
Plastic Limit ............................................. 15
Plasticity Index ........................................... 30
Percent Passing No. 200 U.S. Sieve ........................... 63
Technician: AT
cc Ms Suzan C Taylor- City of Coppell Mr Larry Davis - City of Coppell
Mr LulS Velasquez - Fox Contractors, [nc
Our letters and reVarls are for the exclusive use of the client 1o whom they are addressed. The use of our name must receive our prior wrmen approval Our letters and reports apply'
onl'~ to thc 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
Tex&s
CMT,
IBC.
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 20, 2005
City of Coppell
July 12, 2005
Loch Lane
Moisture Density Relationship
ASTM D698
Project No: 205-0157
Moisture Report No. 3
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 14.5 percent
Maximum Density ......................................... 109.8 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Brown Sandy Clay
Material Origin ........................................... 612 Loch Lane
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 34
Plastic Limit ............................................. 14
Plasticity Index ........................................... 2_0~
Percent Passing No. 200 U.S. Sieve ...................
Technician: AT ( ~~.
cc MS Suzan C Taylor- City of Coppell
Mr Larry Daws - City of Coppell
Mr I.ms Velasquez - Fox Contractors. Inc
n ~ o he sarnp e es ed and/or observed and are nol necessarily indicative of the quant/ties of apparently identical or similar products