Town Center L1B2-LR 980414 (2)· GEOTECHNICAL ENGINEERING
E J GEE Consultants, Inc.
0046 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:
April 14, 1998
Ewing Properties
April 08, 1998
Town Center Shopping
Coppell, Texas
Moisture Density Relationship
ASTM D698
Project No: 298-0165
Moisture Report No. 4'
Test Results:
Method .....................................
Optimum Moisture Content .........................
Maximum Density ..............................
Rammer Type .................................
Material Description .............................
Material Origin ................................
A
17.8 percent
98.2 pounds per cubic foot
Manual
Brown & Yellowish Brown Silty
Clay (Lime injected)
SW side building pad
Moisture Preparation Procedure ...................... Air Dry
Liquid Limit .................................. 45
Plastic Limit .................................. 19
Plasticity Index ................................ 26
Percent Passing No. 200 U.S. Sieve ................... 77
Technician:
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell(2)
Our letters and reports are for the exclusive use of thc client to whom they are addressed. Thc usc of our name must receive our prior written approval. Our letters and reports
apply only to the sample tested and/or inspected, and arc not necessarily indicative of thc quantities of apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
E I 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:
April 14, 1998
Ewing Properties
April 05, 1998
Town Center Shopping
Coppell, Texas
Moisture Density Relationship
ASTM D698
Project No: 298-0165
Moisture Report No. 3
Test Results:
Method ..................................... A
Optimum Moisture Content ......................... 11.5 percent
Maximum Density .............................. 115.0 pounds per cubic foot
Rammer Type ................................. Manual
Material Description ............................. Yellowish Brown Clayey Sand
........................................... w/calcareous nodules &
........................................... occasional gravel (Select Fill)
Material Origin ................................ Stockpile on site
Moisture Preparation Procedure ...................... Air Dry
Liquid Limit .................................. 21
Plastic Limit .................................. 12
Plasticity Index ................................ 9
Percent Passing No. 200 U.S. Sieve ................... 62
Technician: AT
ccl
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell(2)
Our letters and repons are for the exclusive use ~'~'Xclient to whom they are addressed. The use of our name m~.tm~.eive our prior written approval. Our letters and repons
apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantifies of apparently identical or similar products.