Eckerd's-LR 981124 (2) GEOTECHNICAL ENGINE,-...NG
· 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 SOH
Densi~, Report No.8 (298-0412} Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: North American Properties Material Descnpt,on Maximum Opumum
Dry.' Mmsture
Dens~ty Content
Project: Eckerds ~LbsiCuFt} Percent
Coppell. Texas
1. Dark Brown Clay 96.4 21.0
Test Date: November 19, 199813:30 pm) 2. Orange & Gray Clayey Sand ~.Select Fill) 105.3 12.6
3. Dark Brown Clay I00.2 19.2 -
Report Date: November 24, 1998
Required Density (%}: 95% - 105%
Required Moisture I~'~: Opt +5% (Clay)
Opt -,-3% (Sand)
Mat Locauon;Elcvatmn mndlor~ Lift In-Place tn-Place Percent
No. Dry Dcnsay Moisture Compactnm
Test
No. ¢ Lbs~ CuFt) Content ~ !:~ )
Probe
Depth
2 8th Lift- Building Pad
35 ~' 27' N. & 30' E. of SW corner 108.1 i5.3 102.6
6"
Tests meet prqiect 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
Our letters aha re~orts are Ior tile exclusive use ,}t' tile client to WhOln they are addr~sed. The use of our name t receive our prior written approval. Our
:etters and reports apply only to the sample tested anti:or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.