Eckerd's-LR 990122 G · GEOTECHNICAL ENGINEERING
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.13 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: North American Properties Material Descnotion Maximum Optimum
Dry. Moisture
Density Content
Project: Eckerds (Lbs/CuFt) Percent
Coppell, Texas
1. Dark Brown Clay 96.4 21.0
Test Date: January 19, 1999 2. Orange & Gray Clayey Sand (~elect Fill) 105.3 12.6
~ 3. Dark Brown Clay 100.2 19.2
4. Brown Clay(Lime Treated) 98.7 20.0
Report Date: January 22, 1999 s. Dark Brown Clay(Lime Treated) 97.6 18.5
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt +3% (Sand); Opt +_2%(Lime Treated)
Ma~ LocatiowElevation (and/or) Lift In-Place In-Place Percent
No. Dry. Density Moisture Companion
Test
No. (Lbs/CuFf) Content (%)
Probe
Depth
4 Lime Treated, Subgrade - Paving North side
40 60' N. & 50' W. of NE corner of building 92.2 25.0 ~' 93.4 *
6"
4 Lime Treated, Subgrade - Paving West side
41 ~ 20' S. & 35' W. of NW corner of building 95.6 21.7 96.9
6"
5 Lime Treated, Subgrade - Paving South side
42 -- 30' S. & 30' E. of SW corner ofbuilding 89.0 25.3 * 92.2 *
6"
· Tests do not meet 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
Mr. Larry Davis- City of Coppell
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