CF-Cozby Library-LR 940610 (2)G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E
2540 Glenda Lane · Suite 10g · 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
Client: City of Coppeil M.~m~ Description Maximum Op~hnum
Dry. Moisture
Densiv,.' Coment
Project: W.T. Cozby Library (Lbs/CuF0 Percent
Test Date: June 8, 1994 1. Reddish Brown Clayey Sand 112.5 13.2
Report Date: June 10, 1994 2. Dark Gray Clayey Sand 101.5 18.9
Required Density (%): 95% to 105% 3.
Required Moisture (%):±3% Optimum 4.
Mat Location'Elevation (and/or) Lift In-Place In-Place Percent
No. DR' Densi~' Moisture Compaction
Test {.I.,bs/CuFt) Cont~t (%)
NO.
Probe
Depth
2 Utility ditch, sanitary, sewer line along north end of the
83 building, outside of building line. 6th lift I01.4 15.6 99.9
6" 6' west of northeast comer of sewer line
l Utility ditch, sanitary sewer line along east end of the
84 building, inside the building line 108.3 14.6 96.3
6" 35' south of northeast comer of sewer line
1 Utility ditch, electric line, I st lift.
85 50' south of the north building line in the center of the 107.2 15.7 95.3
BS building
Above Test Results Meet Specification Requirements
cc: Gary Sieb - City of Coppell
Mike Sherpinskas - Diversified Construction Services, Inc.
Jim Bullock - F & S Partners
/ /
Robert Williams - Brockette Davis Drake, Inc. ~ ~, ...'7
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only to Ibc sample testexi and/or inspected, and are not necessarily indicaW,'e of ~he quantifies of apparently identical or similar products.