ST0301C- LR150611 (2)-1NICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
I 0046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: June 11, 2015 Project No: 214-0140
Client: City of Coppell
Sample Date: June 9, 2015 Moisture Report No. 4
Project: Bethel and Coppell Rd. Paving & Utility Impr. Coppell, TX
Identification: Moisture Density Relationship,
Test Procedure: ASTM D698, D4318, D1140
Test Results:
Method......................................... A
Optimum Moisture Content ....... ......... ... . 11.8 percent
Maximum Density .............................. 115.3 pounds per cubic foot
Rammer Type .. Manual
Material Description .............................. Brown and Redish Brown Clayey Sand with
Limestone Gravel and Sandy Shale
Fragments
Material Origin .... STA 13+30
Moisture Preparation Procedure ..................... Air Dry
Liquid Limit .................................... 30
Plastic Limit .................................... 15
Plasticity Index .................................. 15
Percent Passing No. 200 U.S. Sieve ................. 50
cc: Mr. George Marshall - via: GMarshall@coppelltx.gov
Mr. Rick Odell - via: Rodell@coppelltx.gov
GEE C
Inc. TBPE Firm: F-3212 Reviewed by:
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.