Eckerd's-LR 981221 G · GEOTECHNICAL ENGINEE~,,,qG
GEE
E . ~,,o~^~ ~o~,~,.o Consultants,
Inc.
E - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 7.5229 · (214) 352-5433 · Fax (214) 3.52-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.9 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of l
Client: North American Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Eckerds (Lbs/CuF0 Percent
CoppeR, Texas 96.4 21.0
1. Dark Bro~ Clay 105.3 12.6
Test Date: December 16, 1998 2. Orange & Gr~y Clayey. Sand (Seteet Fill)
3. Dark Brown Clay 100.2 19.2
Report Date: December 21, 1998
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt +3% (Sand)
Ma~ Location/Elevation (and/or) Lift la-Place In-Place Percent
No. Dry. Density Moisture Compacnon
Test (LbsiCuFt) Content (%)
No.
1 Final Lift - Storm Drain line A
36 25' N. & 6' W. of inlet B 96.1 23.9 99.7
6"
'l'ests meet project sp~cifications
cc: Mr. John Maggiore - North American Properties
Mr. Lance Lilly - Richmond Group
Mr. Gary Stokes - C. A. Walker Construction
Mr. Lee Stone - City of Coppeil
c co W/dc-
Our lem~ and repons are for the exclusive use of the client to whom they are addressed. The use of our name m~us] receive our prior wrttten, al~pmval. Our
lev. ers and repons apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantiti~.S"of apparently identical or s~rmlar products.