Town Center L1B2-LR 980414o GEOTECHNICAL ENGINEERING
EI · CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-$433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTI.R OF SOIL
Density Report No. 1 (298-0165) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Ewing Properties Material Description ,Maximum Op0raum
Dry Moisture
Density Contain
Project: Town Center Shopping-Coppell (Lbs/CuFO Perccm
1. Olive Gray Clay 103.2 17.6
Test Date: April 8, 1998 :. Reddish Brown Sandy Clay 99.6 18.4
3. Brown & Yellowish Brown Silty Clay 911.2 17.$
Report Date: April 14, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +5%
Mat Location/ElevattOn (and/or) Lift In-Place In-Place Perccm
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
Depth
3 Subgrade, Southwest Portion
i 10' W. & 20' S. of NE corner or' building 87.6 28.0* 89.2*
6"
3 Subgrade, Southwest Portion
2 100' W. & 15' N. of SE corner of building 88.8 24.9* 90.4*
6"
Test does not meet project st ons
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell (2)
Our loners and reports are for the exclusive usc of the client m whom they arc addressed. Thc use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or inspected, and arc not necessarily indicative of the quantifies of apparently identical or similar products.