CF-Cozby Library-LR 940324 (2)GEOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E NVIRONMENTAL .............
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214~ 620-9791 · Fax i214! 620-9794
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: March 24, 1994
Client: Irving I.S.D.
Sample Date: March 18, 1994
Project: W.T. Cozby Library
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 12.0 percent
Maximum Density .................................. 113.9 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. Dark Gary Silty Sandy Clay
Material Origin .................................... Subgrade at S.E. Corner of
Building Pad
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 27
Plastic Limit ...................................... 10
Plasticity Index .................................... 17
Percent Passing a No. 200 U.S. Sieve ...................... 57
Technician: Richard W. Gee/Gary G. Huang
cc: Mr. Gary Sieb - City of Coppell ,~.
Mr. Jim Bullock - F & S Panners -~', "..c c~ .....
Mr. Mike Sherpinskas - Diversified Construction Services
Mr. Russell Williams - Brockett, Davis & Drake
Our leners 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 inspected, and are not necessarily indicative of the quantifies of apparently identical or similar products.