WA9302-LR 950811 'EOTECHNICAL
E GEE Consultants, Inc.
E
~ NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 * (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 Method: ASTM D2922 D3017 D698 Page 1 of
Client: City of Coppell Material Description Max. Dry Optimum
Density Moisture
Project: Village Parkway Water Storage (Lbs/cuFt) Content (%)
Test Date: August 11, 1995 1. Reddish brown clayey sand 112.1 14.6
Report Date: August 24, 1995
Required Density (%): 95% to 105
Required Moisture (%): _+3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFt) Content (%)
Probe
Depth
1 Tank pad, select fill, 2nd lift
5 106.8 14.0 95.3
6" 10:00 - 15' in from outer edge
1 Tank pad, select fill, 2nd lift
6 111.1 14.9 99.1
6" 12:00 - 20' in from outer edge
1 Tank pad, select fill, 2nd lift
7 112.8 15.4 100.6
6" 2:30 - 15' in from outer edge
1 Tank pad, select fill, 2nd lift
8 112.0 13.8 99.9
6" 3:30 - 15' in from outer edge
1 Tank pad, select fill, 2nd lift
9 1!3.0 13.4 100.8
6" 6:00 - 10' in from outer edge
1 Tank pad, select fill, 3rd lift
10 109.2 17.2 97.4
6" 6:00 - 10' in from outer edge
1 Tank pad, select fill, 3rd lift
11 110.2 14.8 98.3
6" 8:00 - 15' in from outer edge
All tests meet project specifican requirements
Larry Davis City of Coppell
Mr. Bob Barba is J Natgun Corporation
n k h
Mr. Gary Hend 'c s - S imeck, Jacobs and Finklea
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name 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.