Prestwick-LR011108i G '~ GEOT'ECHNICAL ENGINEERING
Et-ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E· CONSTRUCTION MATERIALS TESTtNG
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
November 8, 2001 Project No: 200-0361
Test Report Date:
Client: B.A.V. Development, Inc. Moisture Report No. 12
Sample Date: Octo
Project: ~
Identification: I '
msture ensity e ationsnip
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 11.2 percent
Maximum Density ................................. 117.5 pounds per cubic tbot
Rammer Type ..................................... Manual
Material Description ................................ Brown and Reddish Brown Clayey
Sand, imported
Mae. rial OrUgin .................................... SE corner of project
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 21
Plastic Limit ..................................... 15
Plasticity Index ................................... 6
Percent Passing No. 200 U.S. Sieve ...................... 20
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 ,, ~ ~~ '
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 observed, and are not necessarily indicative of the quantities of apparently idemical or similar products.
1 o GEOTECHNICAL ENGINEERING
, E GEE Consultants, Inc.
[ EI 'C°NSTRUCTI°NMATERIALSTESTINGj
10046 Monroe Drive · Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
November 8, 2001 Project No: 200-0361
Test Report Date:
Client: B.A.V. Development, Inc. Moisture Report No. 13
Sample Date: October 22, 2001
Project: Prestwick Court
identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 13.7 percent
Maximum Density ................................. 112.2 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................ Light Brown Sandy Clay, imported
Mat~al Origin ............... : .................... SE corner of project
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 23
Plastic Limit ..................................... 12
Plasticity Index ................................... 11
Percent Passing No. 200 U.S. Sieve ...................... 38
Technician: AT
cc: Mr. Bob Delsanter - B.A.V. Development. Inc. r'~ '~
/ .
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 t'/ ~t \\'ii' \
Our letters and repons 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 observed, and are not necessarily indicative of the quantities of apparently identical or similar products.