Prestwick-LR011025G ! ° GEOTECHNICAL ENGINEERING
GEE C Itants
E i onsu , Inc.
0046 Monro~ Drive · Dallas, Texas 75229 · ~214~ 352-5433 · Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
October 25,2001 Project No: 200-0361
Test Report Date:
Client: B.A.V. Development, Inc. Moisture Report No. 10
Project: ~t
Identification: '"~M~4~n~'-~-~-nsity Relationship ~
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 13.6 percent
Maximum Density ................................. 111.3 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................ Reddish Brown & Brown Sandy
................................................ ~ay
Material Origin .................................... From Centex apartment site off
............................................... Highland near Ridgemont
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... 31
Plastic Limit ..................................... 14
Plasticity Index ................................... 17
Percent Passing No. 200 U.S. Sieve ...................... 35
Technician: AT '
cc: Mr. Bob Delsanter - B.A.V. Development, Inc. ~, ~LF~ ~.~.~uo"'" ~2.
Mr. Ro6uey Louviere - Dowdey Anderson & Associates, Inc. [,~ {,j,,\~}~lr'-
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Caner - H&W Utility Contractor
Our letters aad reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior writlen approval. Out letters and reports
apply only to the sample tested and/or observed, and are not neceSSarily indicative of the quant/ties of apparently identical or similar products.
[)~[imum lVroisture uontent
~ i · GEOTECNNICAL ENGINEERING
' GEE Consultants Inc
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 ° Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
October 25, 2001 Project No: 200-0361
Test Report Date:
Client: B.A.V. Development, Inc. Moisture Report No. 1 1
Sample Date: October 17, 2001
Project: Prestwick Court
Identification: Moisture Density Relationship
Test Procedure: ASTM D698
Test Results:
Method ......................................... A
Optimum Moisture Content ........................... 11.8 percent
Maximum Density ................................. 109.7 pounds per cubic foot
Rammer Type ..................................... Manual
Material Description ................................ Brown Silty Sand
Material Origin. .................................... From Centex apartment site off
............................................... Highland near Ridgemont
Moisture Preparation Procedure ......................... Air Dry
Liquid Limit ..................................... N/P
Plastic Limit ..................................... N/P
Plasticity Index ................................... N/P
Percent Passing No. 200 U.S. Sieve ...................... 41
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 mu.st receive our prior written approval. Our letters and reports
apply only to the sample tested and/or observed, and axe not necessarily indicative of the quantities of apparently identical or similar products.