WA9302-LR 950824 (2) I'~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. 3 Method: ASTM D2922 D301.7 D698 Page 1 of
Client: City of Coppell Material Description Max. Dry Optimum
Density Moisture
Project: Vilhge Parkway Water Storage (Lbs/CuFt) Content (%)
Test Date: August 14, 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, 1st lift
12 106.6 15.5 95.1
6" 6:00 - 15' in from outer edge
1 Tank pad, select fill, 2nd lift
13 107.7 14.7 96.1
6" 7:00 - 10' in from outer edge
1 Tank pad, select fill, 1st lift
14 106.6 16.2 95.1
6" 7:30 - 10' in from outer edge
1 Tank pad, select fill, 3rd lift
15 108.7 17.4 97.0
6" 10:00 - 10' in from outer edge
1 Tank pad, select fill, 3rd lift
16 114.5 14.7 ':02.2
6" 12:00 - 30' in from outer edge
I Tank pad, select fill, 3rd lift
17 113.3 14.2 101.1
6" 2:00 - 20' in from outer edge
1 Tank pad, select fill, 3rd lift
18 114.1 12.1 101.8
6" 4:30 - 15' in from outer edge
All tests meet project specification requirements
cc: Mr. Larry Davis - City of Coppell
Mr. Bob Barbarisi, Jr. - Natgun Corporation
Mr. Gary Hendricks - Shimeck, Jacobs and FinIdea
All letters and reports are for the exclusive use of the client to whom they are addressed and shell not be reproduced without the full approval of GEE Consultants, [oc. Th~ 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.