CF-Cozby Library-LR 940520 (04) REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project: W.T. Cozby Library ~b.CCuVt) Percent
Test Date: April 5, 1994 1. Select Fill: Reddish Brown Clayey Sand 112.5 13.2
Report Date: 1Slay 20, 1994 2.
Required Density (%): 95% to 105% 3.
Required Moisture (%): :1:3% Optimum 4.
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Db' Density Moisture Compaction
Test
No. (Lbs/C-'uFO Content (%)
Probe
Depth
1 Building Pad Select Fill - pt Lift
16 107.1 15.5 95.2
6" 21' north and 21' west of southeast corner
1 Building Pad Select Fill - 1st Lift
17 114.0 15.6 101.3
6" 57' north and 42' west of southeast corner
1 Building Pad Select Fill o 1*t Lift
18 109.9 13.5 97.7
6" 51' west and 33' south of northeast corner
1 Building Pad Select Fill - 1st Lift 107.3 15.7 95.4
19
6" 100' west and 8' north of southeast corner
1 Building Pad Select Fill - 1s~ Lift 110.9 14.0 98.6
20
6" 100' west and 48' south of northeast corner
Above Test Results Meet Specification Requirements
cc: Gary Sieb - City of Coppell
Mike Sherpinskas - Diversified Construction Service.s, Inc.
Jim Bullock - F & S Partners
Robert Williams - Brockette Davis Drake, Inc.
Our letters and repons are for the exclusive use of the client Io whom they a~e add~sed. Th= u~e of our nam= mini re~ive our prior written approval. Our letters and reporqs appl) only to the sample teated and'or
insr~--~ed, and a~ nc~ n=o=a~arily indicative of the quantities of appar=ntly identical or similar products.