Eckerd's-LR 981231 (4) GEOTECHNICAL ENGINE~-,,aNG
GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 ° Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.10 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: North Americarl Prol~rtie$ Material Descriotion Maximum Optimum
DW Moisture
Density Content
Project: Eckerds (Lbs;CuFt~ Percent
Coppell, Texas ~.4 ...o
t. Dark Brown Clay 105.3 12.6
Test Date: December 30, 1998 2. Orange & Gray Clayey Sand (Select Fill)
3. Dark Brown Clay 100.2 19.2
Report Date: December 31, 1998
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt +3% (Sand)
Mat Location:Elevation (and/or'! Lift In-Place In-Place Percent
No. DR' Density Moisture Compacuon
Test tLbs:CuF0 Content
No.
Probe
Depth
3 6" Fireline - East of building
37 ~ 40' N. of detector check box 42" above pipe 102.7 20.7 102.5
6"
Test meets project specifications
cc: Mr. John Maggiore - North American Properties
Mr. Lance Lilly - Richmond Group
Mr. Gary Stokes - C. A. Walker Construction
Mr. Lee Stone - City of Coppell t~ ! ~
Mr. Larry. Davis-City of Coppell ~Ai,//(~~_....'
Our letters ancl reports are for the exclusive use of the client to whom they are addressed. The use of our name~ust receive our prior written approval. Our
;etters and reports apply only to the sample tested and;or inspected, and are not necessarily indicative of the quantities of apparcntl'~ idcn~tical or similar products.