Town Center L1B2-LR 980617· GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOII,
Density Repor~ No. 20 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Mater~ Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-CoppeH (Lba/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: June 15, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select f'fll) 115.0 II.5
5. Brown Clayey Sand (lime treated) 93.2 , 20.6
Report Date: June 17, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt _+2%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
Depth
5 Lime Treated
53 75' N. & 80' E. of SW property line corner 94.5 20.1 101.4
2"
5 Lime Treated
54 150' N. & 100' E. of SW property line corner 89.9 21.0 96.4
2"
5 Lime Treated
55 110' N. & 210' E. of SW property line corner 88.5 19.1 95.0
4"
5 Lime Treated
56 55' W. & 140' S. of NE property line corner 89.3 20.8 95.8
2"
5 Lime Treated
57 100' W. & 60' S. of NE property line corner 89.7 16.5 * 96.2
4"
* Test did not 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)
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of ou~stname must receive our prior wriUen approval. Our
letters and repons apply only to the sample tested and/or inspected, and are not necessarily indicative of thc quantities of apparently identical or similar products.