Eckerd's-LR 981124 GEOTECHNICAL ENGINEt.,.,NG
GEE
. ONS , ,NO 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 SOIL
Densiq' Report No.7 (298-0412) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: North American Properties Material Description Maxtmum Opttmum
Dry Mmsture
Density Content
Project: Eckerds (LbsiCuFu Percent
CoppelL Texas
96.4 21.0
1. Dark Brown C-lay
2. Oranse & Gray Clayey Sand (Sel~t FiID 105.3 12.6
Test Date: November 19, 1998 (12:00pm) 3. Dark aro,,n Clay 100.2 19.2
Report Date: November 24. 1998
Required Density (% I: 95% - t05%
Required Moisture (%~: Opt +5% (Clay)
Opt _+3% (Sand)
Mat Locat~on:EleYation tand/or~ Lift lo. Place [n-Plac~ Percent
No. Dry Densuy Moisture Cmnpactmn
T~st ~' Lbs~CuFtl Content ( .~, ~
Probe
Depth
2 8th Lift - Building Pad
31 ~ 9' S. & 12' W. of NE corner 110.1 14.6 104.5
6"
2 8th Lilt- Building Pad
32 ~ 45' W. & 33' N. of SE corner 110.4 15.6 104.8
6"
2 '"th Lift- Building Pad
33 6' N. & 33' E. ot'SW corner 110.5 14.3 104.9
6"
BS 8th Lift - Building Pad
34 12' S. & 50' E. of NW corner 110.4 14.2 104.8
6"
Tests 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. ot' Coppell {~ . ~ /3.-
Mr. Larry Davis - City of Coppell
Our letters and reports are for the exclusive use of the client to wholll they are a~dressed. The use of our nam,- nust receive our prior written approval. Our
letters and reports appiy only to the sample tested and/or inspected, and are not necessarily indicative of the quantmes of apparently identical or similar products.