Town Center L1B2-LR 980618· GEOTECHNICAL ENGINEERING
E I ·ENVIiONMENTALCONSULTING 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 Repo~'t No. 21 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Prqiect: Town Center Shopping-Coppell (Lbs/CuFf) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: June 17, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
5. Brown Clayey Sand (Ihne treated) 93.2 20.6
Report Date: June 18, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt -t-2%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry, Density Moisture Compaction
Test (Lbs/CuFf) Content (%)
No.
Probe
Depth
5 Retest//57
58 100' W. & 60' S. of NE property line corner 91.1 20.7 97.6
6"
Test did meet project specifications
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) 0{~~
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of o~nJm/~l~must receive our prior 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.