CF-Cozby Library-LR 940520 (12) REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOH~
Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: City of Coppell Material De~ription Maximum Optimum
Dry Moisture
DensiVa' Content
Project: W.T. Cozby Library (Lbs/Culq) Percent
Test Date: April 1 !, 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. Dr)' Density Moisture Compaction
Test CLbs/CuFt) Content (%)
No.
Probe
Depth
1 Building Pad Select Fill - 4* Lift
56 107.6 11.8 95.6
6" 30' east and 24' north of southwest comer
1 Building Pad Select Fill - 4* Lift
57 107.5 11.2 95.6
6" 50' north and 24' east of southwest comer
1 Building Pad Select Fill - 4th Lift
58 107.1 12.9 95.2
6" 30' east and 45' south of northwest corner
1 Building Pad Select Fill - 4th Lift
59 114.8 10.3 102.0
BS 9' south and 50' east of northwest corner
1 Building Pad Select Fill - Final Lift
60 117.2 11.8 104.2
BS 70' north and 80' west of southeast comer
1 Building Pad Select Fill - Final Lift
61 116.2 12.2 103.3
BS 45' north and 125' east of southwest 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 Coppeil Material Deseriotion Maximum Optimum
D~' Moisture
Density Content
Project: W.T. Cozby Library (Lbs/CuFt) Percent
Test Date: April 11, 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.
btat Locatioru'Elevation (and/or) Lift In-Place In-Place Percent
Test No. DO' Donsity Moisture Compaction
No. (Lbs;CuF0 Content (~)
Probe
Depth
1 Building Pad Select Fill - Final Lift
62 112.9 13.2 100.4
BS 42' north and 100' west of southeast corner
1 Building Pad Select Fill - Final Lift
63 114.7 13.9 102.0
BS 54' west and 24' west of northeast corner
1 Building Pad Select Fill - Final Lift
64 107.8 14.7 95.8
6" 100' west and 60' south of northeast corner
1 Building Pad Select Fill - Final Lift
65 113.9 10.2 I01.2
6" 60' north and 45' west of southeast comer
1 Building Pad Select Fill - Final Lift
66 104.6 11.7 93.0*
6" 30' west and 45' north of southeast comer
1 Building Pad Select Fill - Final Lift
67 113.0 11.3 100.4
6" 24' west and 12' south of northeast comer
* Does not meet density 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.