ST0301C- LR150611• GEOTECHNICAL ENGINEERING
I • ENVIRONMENTAL CONSULTING
1 • CONSTRUCTION ;MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive + Dallas, Texas 75229 (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: April 22, 2015 Moisture Report No. 1
Project: Bethel and Coppell Rd. Paving & Utility Impr. Coppell, TX
Identification: Moisture Density Relationship
Test Procedure: ASTM D698, D4318, D1140
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 .................
cc: Mr. George Marshall - via: GMarshall@coppelltx.gov
Mr. Rick Odell - via: Re,dell@coppelltx.gov
A
13.8 percent
106.3 pounds per cubic foot
Manual
Light Brown Clayey Sand with Gravel
STA 6+00
Air Dry
30
15
15
40
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: J
Our Ietters 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.
Gil - GEOTECHNICAL ENGINEERIN(,,-,
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
JJ- CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 # (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: April 23, 2015 Moisture Report No. 2
Project: Bethel and Coppell Rd. Paving & Utility Impr. Coppell, TX
Identification: Moisture Density Relationship
Test Procedure: ASTM D698, D4318, Dl 140
Test Results:
Method......................................... A
Optimum Moisture Content ........................ 15.2 percent
Maximum Density ............................... 104.8 pounds per cubic foot
Rammer Type ................................... Manual
Material Description .............................. Dark Brown Clayey Sand with Organics
Material Origin .................................. STA 18+00
Moisture Preparation Procedure ..................... Air Dry
Liquid Limit .................................... 29
Plastic Limit .................................... 15
Plasticity Index .................................. 14
Percent Passing No. 200 U.S. Sieve ................. 44
cc: Mr. George Marshall - via: GMarshalI@coppclltx.gov
Mr. Rick Odell - via: Ro(lcll@coppelltx.gov
TBPE Firm: F-3212
GEE Consultants, Inc. 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.