Load Chart PTC Foundations (002).pdf

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FOLD OVER TOWER INSTALLATION IN SUPPORT OF FISCAL YEAR 2020 SECURITY SYSTEM UPGRADES FOR CHICAGO HARBOR LOCK & DAM, CHICAGO, IL
Solicitation number
W912P620Q0005
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2950 ANGELETTE DRIVE, AUSTELL, GEORGIA 30106

(770) 944-1930 Fax (770) 944-9136 www.dixieprecast.com

Max Axial (kips)

Max Shear (kips)

This table is intended as a comparison of maximum values for the different foundation types.

This table is NOT intended for design purposes. The maximum values listed for the axial, shear and moment are independent of each other and can NOT be used together. The actual load combination will have to be evaluated for design.

All loading is based upon 2000 psf soil conditions.

Foundation Comparison Table

10.03 9.19 Dixie DPS-2A 5' 7" 30" Base

27.05 15.84 Dixie TF-2A 4x4 4' 9" 4' Base

26.96 19.36 Dixie TF-2A 4x4 5' 9" 4' Base

26.79 23.57 Dixie TF-2A 4x4 6' 9" 4' Base

11.50 12.00 Dixie DA-1007 7' Helical Anchor

16.30 15.00 Dixie DA-1010 10' Helical Anchor

10.15 7.15 Dixie DPS-2A 4' 7" 30" Base

Foundation Type Max Resisting Moment (ft-kips)

47.58

99.22

128.16

169.03

58.50

75.00

33.51

File details come from the government source that posted it. Updated .