Town Center L1B2-LR 980421EOTECHNICAL
GEE Consultants, Inc.
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. 6 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Comem
Project: Town Center Shopping-Coppell (Lbs/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: April 16, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: April 21, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +3%
Mat Location/Elevation (and/or) Lift In-Plac~ In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Coat~nt (%)
No.
Probe
Depth
3 Final Lift - NW End - Building Pad Fill
13 30' E. & 60' S. of NW building pad corner 113.7 14.3 98.8
8"
3 Final Lift - NW End - Building Pad Fill
14 24' W. & 100' S. of NE building' pad corner 115. i 12.7 100.1
8"
Tests meet project specificatxons
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and repotn, s apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.