CF-Cozby Library-LR 940520 (09) REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOHJ
Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: City of Coppell Material Dcscriptio~ Maximum Optimum
Dr)' Moisture
Density Content
Project: W.T. Cozby Library (Lbs/CuF0 Percent
Test Date: April 7, 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) LiR In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/Cult) Content (~)
No.
Probe
Deplh
1 Building Pad Select Fill - 2"o Lift
36 109.6 12.1 97.4
6" 42' east and 51' north of southwest corner
1 Building Pad Select Fill - 2"d Lift
37 112.5 13.9 100.0
BS 30' east and 12' south of northwest corner
1 Building Pad Select Fill - 3rd Lift
38 109.9 16.1 97.7
BS 30' south and 18' west of northeast corner
1 Building Pad Select Fill -3rd Lift
39 116.7 13.2 103.7
BS 45' south and 39' west of northeast corner
1 Building Pad Select Fill - 3~ Lift
40 108.4 16.2 96.4
6" 24' west and 30' north of southeast corner
Above Test Results Meet Specification Requirements
GEE Consultants, Inc.
(214) 620-9791
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl,
Method: ASTM D2922 D3017 D698 Page 2 of 2
Client: City of Coppell Malerial Dcscriptioa Muximum Optimum
Dry Moismre
Density Content
Project: W.T. Cozby Library (Lbs/CuFt) Percent
Test Date: April 7, 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/Elevalio~ (and/or) Lift In-Price In-Place Percenl
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFt) Content (5{)
Probe
D~pth
1 Building Pad Select Fill - 3'd Lift
41 109.8 1:5.9 97.6
BS 12' south and 100' west of northeast comer
1 Building Pad Select Fill - 3rd Lift
42 108.2 12.5 96.2
4" 60' south and 75' west of northeast corner
1 Building Pad Select Fill - 3~d Lift
43 113.1 15.7 100.5
6" 24' north and 90' west of southeast corner
1 Building Pad Select Fill - 3ra Lift
44 108.1 12.8 96.1
BS 45' north and 90' east of southwest corner
1 Building Pad Select Fill - 3ra Lift
45 108.6 15.1 96.5
6" 120' east and 45' south of northwest 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.
Our letters and ~po~ are for th~ exclusi;e ~se of th~ client to whom they are addressed. Th~ uc, e of our name must receive our prior ~,-ritten approval. Our letters and reports apply only to the sampk: tes,.ed sM'or
inspe, cted, and are nol m~e~sarily indicative of th~ q',.mntitiea of appamntl:, identical or similar produc~.