Eckerd's-LR 990104 (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 MOIS OF SOIl.
Density Report No. 12 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: North American Properties Material Descriouon Maximum Optimum
Dry Moisture
Density Content
Project: Eckerds (LbsiCuFt) Percent
Coppell, Texas
96.4 21.0
1. Dark Brown Clay
Test Date: December 31, 1998(3:00 pm) z. Orange & Gray Clayey Sand (Select Fill) 105.3 12.6
3. Dark Brown Clay 100.2 19.2
Report Date: January 4, 1999
Required Density (%): 95% - 105%
Required Moisture (%): Opt +5% (Clay)
Opt _+3% (Sand)
Mat Locauon/Elevation (and/or) Lift [n-Place In-Place Percent
No. D~' Densay Mo,sture Compacuon
Test
No. (LbsiCuF0 Content
Probe
Depth
1 Retest # 38 - 1st Lift
39 ~' 80' N. of detector check vault - 30" above fire line 96.5 21.8 100.1
6"
Test meets project specifications
cc: Mr. John Maggiore - North American Properties
Mr. Lance Lilly - Richmond Group
Mr. GaD' Stokes - C. A. Walker Construction
Mr. Lee Stone - Citx' of Coppel! aaron' t'n~~L.~
Mr. LarD' Davis - ~ity of Coppell
Our letters and repons are for the exclusive use of the client to whom they. are addressed. The use of our receive our p r written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.