Cambridge Phase 2-LR 961223 (3)EOTECH N ICAL
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 11, 1996
Estates of Cambridge Manor, Phase II
Moisture Density Relationship
ASTM D698
Project No.: 96-298
Report No.: 2
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 21.4 percent
Maximum Density .................................. 95.7 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. Gray Shale with occasional
............................................... Reddish Brown Sandy Clay
Material Origin .................................... On Site Stock Pile
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 40
Plastic Limit ...................................... 20
Plasticity Index .................................... 20
Percent Passing a No. 200 U.S. Sieve ...................... 91
Technician: M.R.
CC:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
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 inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.
EOTECHNICAL
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 11, 1996
Estates of Cambridge Manor, Phase II
Moisture Density Relationship
ASTM D698
Project No.: 96-298
Report No.: 1
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 a No. 200 U.S. Sieve ......................
A
10.0 percent
118.9 pounds per cubic foot
Manual
Light Reddish Brown Sand
On Site Stock Pile
Air Dry
N/A
N/A
NP
22
Technician: M.R.
cc:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton - Dowdy, Anderson and Associates, Inc.
Mr. Larry Davis - City of Coppell
· /~' ~-"> val
Our letters and repons are for thc exclusive use of the client to whom they are addressed. Thc usc of o'~. name mus~'~eccive our prior written appro . Our letters and repons
apply only to the sample tested and/or inspected, and are not necessarily indicative of tile quantities of apparently identical or similar products.