CF-Cozby Library-LR 940520 (07) REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl,
Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: City of Coppell Material Description Maximum Optimum
Dr..' Moisture
Density Content
Project: W.T. Cozby Library ~/cu~t) Percent
Test Date: April 7, 1994 1. Select Fill: Reddish Bro~ Clayey Sand 112.5 13.2
Report Date: May 20, 1994 2.
Required Density (%): 95% to 105% 3.
Required Moisture (%): :t:3% Optimum 4.
Mat LocatiordEIcvation (an&'oO Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/C'uFO Content (~)
Probe
Depth
1 Building Pad Select Fill - 1st Lift
25 113.3 14.8 100.7
6" 24' east and 45' south of northwest corner
1 Building Pad Select Fill - 1s' Lift
26 109.2 13.1 97.1
6" 8' south and 9' east of northwest corner
1 Building Pad Select Fill - 1'~' Lift
27 112.5 12.0 100.0
BS 45' west and 50' north of southeast corner
1 Building Pad Select Fill - 1st Lift
28 115.6 14.2 102.8
BS 30' west and 24' north of southeast corner
1 Building Pad Select Fill - 1st Lift
29 118.0 12.5 104.9
BS 15' south and 12' west of northeast 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 b~aterial Descrilotion Maximum Optimum
DH Moisture
Density Conte~t
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/Elevatio~ (and'or) Lift In-Place In-Place Percent
No. DO' DensiB,' Moisture Compaction
Test
No. (Lbs/CuFf) Content (ft.)
Probe
Depth
1 Building Pad Select Fill - 1st Lift
30 113.3 13.0 100.7
BS 12' south and 60' west of northeast corner
I Building Pad Select Fill - 1st Lift
31 117.8 10.7 104.4
BS 30' north and 90' west of southeast corner
1 Building Pad Select Fill - 1st Lift
32 110.5 12.2 98.2
BS 60' north and 125' west of southeast corner
1 Building Pad Select Fill o 1st Lift
33 111.8 13.0 99.4
BS 30' south and 125' west of northeast corner
1 Building Pad Select Fill - 1't Lift
34 113.4 14.3 100.8
BS 30' north and 75' east of southwest corner
1 Building Pad Select Fill - 1st Lift
35 117.5 14.5 104.4
BS 30' east and 18' north of southwest corner
Above Test Results Meet Specification Requirements
cc: Gary Sieb - City of Coppell
Mike Sherpinskas - Diversified Construction Sen, ices, Inc.
Jim Bullock - F & S Partners
Robert Williams - Brockette Davis Drake, Inc.
inspected, and are no~ re~casarily indicatlvc o£ti~ quantitlos of apparently identical or sln~lar products.