SS9901-LR060307A
Construction Materials Testing
and Environmental Consulting
`I°exas CMT Inca
10044 Monroe Drive Dallas, Texas 75229 (214) 352 -6957 0 Fax (214) 352.6972 e www.texascmt.com
MOISTURE DENSI RELATIONSHIP REPORT
Test Report Date. March 7, 2006
Client: City of Coppell
Sample Date March 2, 2006
Project: DeForest & Sandy Lake Wastewater
Lift Stations Project SS 99 -01
Identification. Moisture Density Relationship
Test Proced ASTM D698
Project No 205 -0126
Moisture Report No. 2
Test Results
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 Rick O'Dell - City of Coppell
Mr Todd C Hoff- Carrier Construction Co.
Ms Erika K. Cooper - Turner Collie & Braden
A
22 5 percent
95 3 pounds per cubic foot
Automatic
Dark Brown Clay
Stockpile - west area
Air Dry
50
20
30
82
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.