First United-LR 980706G ° GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
I
E ° CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · ~214) 352-5433 · Fax :214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: July 6, 1998 Project No: 298-0275
Client: First United Methodist Church Moisture Report No. !
Sample Date: June 30. 1998
Project: First United Methodist Church
Coppell. Texas
Identificatiott: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ..................................... A
Optimum Moisture Content ......................... 18.2 percent
Maximum Density .............................. 96.3 pounds per cubic toot
Rammer Type ................................. Manual
Material Description ............................. Gray Sandy Clay(Natural)
Material Origin ................................ 30' South of Pond
Moisture Preparation Procedure ...................... Air Dry
Liquid Limit .................................. 39
Plastic Limit .................................. 18
Plasticity Index ................................ 21
Percent Passing No. 200 U.S. Sieve ................... 77
Technician: AT
cc: Ms, Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Assoicates. Inc.
Our leuers and reports are tbr the exclusive use of :.he client to whom '.hey' are addressed. The use of our frame must receive our prior wrv'.ten approval Our letters and reports
apply only :o ~he sample tested and;or inspected, and are not necessarily indicative of the quantities of apparently' :denticai or similar products.
G ° GEOTECHNICAL ENGINEERING
E . ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E ° CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive · Dallas, Texas 75229 · ,1214/352-5433 · Fax-.214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:July 6. 1998 Project No: 298-0275
Client: First United Methodist Church Moisture Report No. 2
Sample Date: June 30. 1998
Project: First United Methodist Church
Coppell. Texas
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ..................................... A
Optimum Moiz. ture Content ......................... 16.2 percent
Maximum Density .............................. 103.6 pounds per cubic foot
Rammer Type ................................. Manual
Material Description ............................. Dark Brown 8,: Brown Clay w."
........................................... occasional calcareous nodules
........................................... (Fill material)
Material Origin ................................ Center of Pond
Moisture Preparation Procedure ...................... Air Dr5.--'
Liquid Limit .................................. 38
Plastic Limit .................................. 18
Plasticity Index ................................ 20
Percent Passing No. 200 U.S. Sieve ................... 63
Technician: AT
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Char[es Harper - Harper Perkins Arcifitects
Mr. LarD' Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Assoicates. Inc.
Our letters and repons are t0r the exclusive use of the client to whom they are addressed. The use of our [mme must receive our prior wr,tten approval. Our :.criers and reports
appl.,, only :o the sample tested andior inspected, and are not necessarily mdicauve of the quantities of apparently identical or s~milar products.