CF-Cozby Library-LR 940520 (08) REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH~
Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project: W.T. Cozby Library CLbs/CuFt) Percent
Test Date: April 12, 1994 1. Select Fill: Reddish Brown Clayey Sand 112.5 13.2
Report Date: May 20, 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) Content (e~)
Probe
Depth
1
68 Re-test of Test Location//66 from 4/11/94 111.8 11.6 99.4
6"
1 Building Pad Select Fill - 5th Lift - FINAL
69 116.0 12.6 103.1
6" 24' east and 9' north of southwest corner
1 Building Pad Select Fill - 5th Lift - FINAL
70 107.5 14.7 95.6
BS 60' south and 45' east of northwest comer
1 Building Pad Select Fill - 5th Lift - FINAL
71 118.0 14.0 104.9
BS 12' south and 45' east of northwest corner
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.
Our letters and reports are for the exclusive usc of the client to whom thc)' 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 producta.