CF-Cozby Library-LR 940616 (5)I G EOTECHNICAL
E GEE Consultants, Inc.
F
2540 Glenda lane · Suite 10g · Dallas, lexas 75229 · (214) 620-97~1 · Fax (214) 620-0794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Cop[mil Material Dcscrlotion Maxiinum Optimum
Dry Moistur~
Densi~ Content
Project: W.T. Cozby Library (Lbs/CuFt) 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
June 16, 1994 - (REIVSED)
3.
Required Density (ftc): 95% to 105%
4.
Required Moisture (%):___3% Optimum
blat Location/Elevation (and'or) Lit [n-Place [n-Place Percent
Test No. DO' Densi~' Moisture Compaction
No. (LbslCuFt) Con~ent ( % )
Probe
Depth
2 Utility ditch, sanitary sewer line along north end of the
83 building, outside of building line, 6th lift 101.4 15.6 99.9
6" 6' west of northeast comer of sewer line
1 Utility ditch, saniuary sewer line along cast end of the
§4 building, inside the building line, 35' south of northeast 108.3 14.6 96.3
6" comer of sewer line, (RETEST: of No. 80)
1 Utility ditch, electric line, 1st 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 Coppcll
Mike Shcrpinskas - Diversified Construction Services, Inc. /
Jim Bullock - F & S Partners .' . . , ·
Robert Williams - Brockcttc Davis Drake, Inc. "~
Our lt,~ers and reports are for thc exclusive use of ~he cliant to whom ~hey are addressed. The us~ of our name must receive our prior wriU~n approval. Our Ict~rs and reports apply
only to the sample tested and/or inspeoctexl, and ar~ no~ necessarily indicative of ~he quanlities of apparenOy identical or similar producls.