CF-Cozby Library-LR 940325 G E
OTECHNICAL
E GEE Consultants, inc.
2540 Glenda Lane · Suite 10g · Dallas, Texas 75229 · {214) 620-9791 * [ax {214'~ 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: March 25, 1994
Client: City of Coppell
Sample Date: March 23, i994
Project: W.T. Cozby Library
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 13.2 percent
Maximum Density .................................. 112.5 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. Reddish Brown Clayey Sand
Material Origin .................................... On Site Stockpile
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 18
Plastic Limit ...................................... 12
Plasticity Index .................................... 6
Percent Passing a No. 200 U.S. Sieve ...................... 18
Technician: Richard W. Gee/Gary G. Huang
cc: Mr. Gary Sieb - City of Coppell ':,~"_ ~'"" ~.
Mr. Jim Bullock - F & S Partners .'~:'""~
Mr. Mike Sherpinskas - Diversified Construction Services
Mr. Russell Williams - Brockett, Davis & Drake
Our IctXers and reports are for the exclusive use of thc client to whom they arc addressed. The use of our name must receive our prior written approval. Our le~rs and repons
appl~ only to Ibc sample tested and/or inspected, and are not necessarily indicative of thc quantifies of apparently identical or similar products.