ST0301C- LR160114 (3)-G* GEOTECHNICAL ENGINEERING
E ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: January 25, 2016 Project No: 215-0140
Client: City of Coppell
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Sample Date: January l4,70}6 Moisture Report No 8
Project: Bethel and Coppell Rd. Paving & Utility Tmnr. CopDell,TX
Identification: Moisture Density Relationship
Test Procedure: ASTM D698, D4318, D 1140
Test Results:
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Method� ...,..^........,.........
Optimum Moisture Content ''''`'''''`'''''''''''''
Maximum Density ...............................
Rammer Type ...................................
Material Description ..............................
Material Origin ...,.'J.,.....,...................
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Moisture Preparation Procedure .....'.......,.......
Liquid Limit ....................................
Plastic Limit .....,....^........,...........,....
Plasticity Index ..................................
Percent Passing No. 200 U.S. Sieve ,` . ' ' ' ` ' ' ' ' ''' '''
cc: Mr. George Marshall ox.guv
Mr. Rick Odell - via: Rodell@coppelltx.gov
A
19.8 percent
}(2.4 pounds per cubic foot
Manual
Dark Grey and Grey Sandy Clay
Storm Drain, Station lf50
Air Dry
46
}7
29
7l.]
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GEE Consultants, Inc. T]0PE Firm: F~3212 Rerxcr°ew
approval, m.
Our letters and reports ~^~ the -------and/or observed, and are not necessarily mav=. mumquantities "xapparently identical * similar products.