Eckerd's-LR 990125 (4) G · GEOTECHNICAL ENGINEI;KING
E · ENVIRONMENTAL CONSULTING GEE Consultants,
Inc.
E · 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. 14 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of
Client: North American Properties Material Descriotion Maximum Optimum
Dry, Moisture
Density Content
Project: Eckerds (LbslCuFt~ Percent
Coppell, Texas
1. Dark Brown Clay 96.4 21.0
2. Orange & Gray Clayey Sand (Select Fill) 105.3 12.6
Test Date: January 20, 1999 z. Dark Brown Clay 100.2 19.2
4. Brown Clay(Lime Treated) 98.7 20.0
Report Date: January 25, 1999 s. Dark Brown Clay(Lime Treated) 96.1 19.4
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt +_3% (Sand)
Mat Location/Elevation I, and/or) Lift ln-Plae~ In-Place Percent
No. Dry, Density Moisture Compaction
Test
No. (LbsiCuFt) Content
Probe
Dc'pm
5 Retest # 40
43 91.5 21.3 95.2
6"
5 Retest # 42
44 92.4 20.4 96.2
6"
Tests meet project specifications
cc: Mr. John Maggiore - North American Properties
Mr. Lance Lilly - Richmond Group
Mr. Gar}, Stokes - C. A. Walker Construction
Mr. Lee Stone - City of Coppell
Mr. Lar~ Davis-City of Coppell ~.~/~