Prestwick-LR010925i~ · GEOTECHNICAL ENGINEERING
VIRONMENTALCONSULTING GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
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:
September 25, 2001
B.A.V. Development, Inc.
September 14, 2001
Prestwick Court
Moisture Density Relationship
ASTM D698
Project NO: 200-0361
Moisture Report. No. 8
Test Resnlts:
Method ......................................... A
OFtimum Moisture Content ........................... 22.5 percent
Maximum Density ................................. 95.9 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ............................... Light Brown Clay - Lime Treated
Material Origixt .................................... Station 1 +50
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 33
Plastic Limit ..................................... 26
Plasticity Index ................................... 7
Technician: AT
CC:
Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
GEOTECHNICAL ENGINEERING
o ENVIRONMENTALCONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
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:
September 25, 2001
B.A.V. Development, Inc.
September 14, 2001
Prestwick Court
Moisture Density Relationship
ASTM D698
Project No: 200-0361
Moisture Report No. 9
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 18.7 percent
Maximum Density ................................. 98.9 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................ Brown Clay - Lime Treated
Mate. rial Origin .................................... Station 6 + 40
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 35
Plastic Limit ..................................... 28
Plasticity Index ................................... 7
Technician: AT
CC:
Mr. Bob Delsanter- B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Lan3' Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, LL.C.
Mr. Royce Caner - H&W Utility Contractor