Town Center L1B2-LR 980518 ° GEOTECHNICAL ENGINEERING
E I 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. 11 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
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: May I4, I998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: May 18, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt _+3%
Mat Location/Elevation (and/or) Lif~ In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Depth
3 Gas Line - Final Lift
33 30' W. & 25' S. of SE building corner pad 111.4 9.6 96.8
6"
3 Subgrade
34 18' S. of column line 'G' & 21' E. of column line '2' 116.8 14.1 101.5
6"
Tests 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 tbr the exclusive use of the client to whom they are addressed. Th~use of our name must receive our prior written approval. Our
letters and reports apply only to the san~ple tested and/or inspected, and are not necessarily indicative of the quantifies of apparently identical or similar produCXS.