Cambridge Phase 2-LR 961223 (2)EOTECHNICAL
E NGINEERING
E INVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
· Identification:
Test Procedure:
December 23, 1996
Beamer Development, Inc.
December 21, 1996
Estates of Cambridge Manor, Phase II
Moisture Density Relationship
ASTM D698
Project No.: 96-298
Report No.: 3
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 20.0 percent
Maximum Density .................................. 100.6 pounds per cubic foot
Rammer Type .................................... .. Manual
Material Description ................................. (Imported Fill) Dark Gray
and Yellowish Brown
Clay with calcareous
nodules
Material Origin .................................... On Site Stock Pile
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 50
Plastic Limit ...................................... 18
Plasticity Index .................................... 32.
Percent Passing a No. 200 U.S. Sieve ...................... 88
Technician: DL/CC
¢¢:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
receive our prior written approval Our liners and reports
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our nnme must
apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.