CF-Cozby Library-LR 940610G EOTECHNICAL
ENGINEERING GEE Consultants, inc.
E INVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax ~214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH,
Method: ASTM D2922 D3017 D695 Page I of 1
Client: City of Coppeil Material Description Maximum Optimum
DO' Moisture
Dcnsi~' Content
Project: W.T. Cozby Library (L~.s, CuF0 Percent
Test Date: June 6, 1994 i. Dark Gray Clay with Sand 101.5 18.9
Report Date: June 10, 1994 2.
Required Density (%): 95% to 10S% 3.
Required Moisture (%):_+3% Optimum 4.
Ivint LocationlElcvation (and;or) Lift In-Place In-Place Percent
No. DO' Density' Moisture Compaction
Test (Lbs/CuFt) Content (~
No.
Probe
Depth
1 Utility Ditch, sanitary, sewer line along norht end of building,
72 outside building line, Ist Lift 101.0 22. I 99.5
6'" 15' from northeast comer
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. ' ' /.-"~
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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 quantifies of apparently identical or similar products.