Cambridge Phase 2-LR 970331EOTECHNICAL
ENGINEERING
EJ NVIRONMENTAL
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:
March 31, 1997
Beamer Development, Inc.
March 20, 1997
Estates of Cambridge Manor, Phase II
Moisture Density Relationship
ASTM D698
Project No.: 96-298
Report No.: 5
Test Results:
Method ......................................... A
Optimum Moisture Content ............................. 21.0 percent
Maximum Density .................................. 99.2 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. (Lime Treated) Light Brown
Clay
Material Origin .................................... Station 6 +50 Castle Creek
Drive
Moisture Preparation Procedure .......................... Air Dry
Liquid Limit ...................................... 36
Plastic Limit ...................................... 23
Plasticity Index .................................... 13
Technician: RG/AT
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.
EOTECH NICAL
E NGINEERING
E J
NVIRONMENTAL
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:
March 31, 1997
Beamer Development, Inc.
March 20, 1997
Estates of Cambridge Manor, Phase II
Moisture Density Relationship
ASTM D698
Project No.: 96-298
Report No.: 4
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... ... 20.8 percent
Maximum Density .................................. 96.0 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................. (Lime Treated) Dark Gray
Clay
Material Origin .................................... Station 1 + 00 Castle Creek
Drive
Moisture Preparation Procedure .................. · ........ Air Dry
Liquid Limit ...................................... 29
Plastic Limit ...................................... 23
Plasticity Index .................................... 6
Technician: RG/AT
cc:
Mr. Jack Bommarito - Beamer Development, Inc.
Mr. David Carlton ~ Dowdy, Anderson and Associates, Inc.
Mr. LarD' Davis - City of Coppell
Our letters and reports are for the exclusive use of the client to whom they nre addressed. The use of our name must receive our prior written approval. Our letters and reports
apply only to the snmple te~ted and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.