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PILE DRIVING SYSTEM
DT3550 2008
Wisconsin Department of Transportation
Project I.D.: Highway: County: Structure No.: Substructure Unit(s):
Manufacture Ram Hammer Type Manufactures Max. Energy Hammer Components Stroke at Max. Rated EnergyRange in Operating Energy Range in Operating Stroke Ram Weight Modifications Anvil
Contractor: Submitted by: Telephone No. Fax No. E-mail:
Model No. Serial No. (ft-lbs) (ft) to to (ft-lbs) (ft) (lbs)
Striker Plate
Weight Thickness
(lbs) (in)
Diameter
(in)
Material #1 Name Hammer Cushion Area Plate Thickness No. of Plates Total Thickness of Hammer Cushion Helmet (Drive Head) Weight Name
Material #2 (Composite)
(in2)
(in)
Area Plate Thickness No. of Plates
(in2)
(in) (in) (lbs)
Material Pile Cushion Area No. of Sheets Total Thickness of Pile Cushion Pile Type Wall Thickness Cross Section Area Ordered/Plan Length Pile Required Driving Resistance Description of Splices (in) Taper Weight/ft (in) (lbs) (ft) (tons) (in)
(in2)
Sheet Thickness
(in)
(in )
2
End Plate/Pile Point Description