CF-Cozby Library-LR 940707J G EOTECHNICAL
E GEE Consultants, Inc.
E J NVIRONMENTAt' -.
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl.
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppeil Malerial Dcacriotion Maximum Optimum
Dry. Moisture
Dcnsi .ty Con~nt
Project: W.T. Cozby Library (Lbs,'CuF0 Percent
Test Date: June 16, 1994 - REVISED 1. Dark Gray Clayey Sand 101.5 18.9
Report Date: July 7, 1994 2.
Required Density (%): 95% to 105% 3.
Required Moisture (%): +3% Optimum 4.
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry.' Density Moisture Compaction
Test
No. (Lbs/CuFt) Conlent (%)
Probe
Depth
2 Utility ditch, 1' lift, sewer line
89 105.4 20.1 103.8
6" 35' north of northeast corner of the building
2 Utility ditch, 2"a lift, sewer line
90 106.9 16.0 105.3
6' 65' north of northeast corner of the building
2 Utility ditch, 3"~ lift, sewer line
91 109.1 17.9 107.5
6" 50' north of northeast corner of the building
2 Utility ditch, 4'~ lift, sewer line
92 108.5 18.9 106.9
6" 60' north of northeast corner of the building
2 Utility ditch. 5'b lift, sewer line
93 105.3 18.9 103.8
6" 30' north of northeast corner of the building
1 Utility ditch, final lift, sewer line
94 102.2 18.0 90.9*
6' 6' north of center entryway pavement
* Under sidewalk area
cc: Gary Sieb - City of Coppell Jim ~k - F ~ S Partners
Larry Davis - City of Coppell R0~ W~lliatas//-, Brockette Davis Drake, Inc.
Mike Sherpinskas - Diversified Construction Services, Inc. 6./~/4~ (~/.~/
Our letters and reports are for the exclusive use of the' client to whom they are addressed. 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.