County: Bridge Plans ID: Route: Description: Contractor: Manufacturer: Model: Type: Serial No. Rated Energy at Length of stroke (ft) (k-ft) Lead Size (in): Modifications: Hammer Note: Attach any hammer modification specifications. Manufacturer’s Specifications may be required if hammer is not found in Wave Equation database. Date of Last Maintenance: Type of Maintenance: Performed By: Weight (kips): Striker Plate Diameter (in): Thickness (in): Description: Material No. of Modulus of Thickness Description Layers Elasticity (ksi) (in) Hammer 1 Cushion 2 Area (sq. in): Total Thickness (in) Coefficient of Restitution: Dimension: Pile Cap Pile Cap Weight (kips): (Helmet) Inserts Weight (kips): Material: Thickness (in.) Area (sq. in): Pile Cushion Modulus of Elasticity (ksi): Coefficient of Restitution: Pile Type/Size & Pile Point: Total Pile & Exposed Pile Point Length (ft): Point Length (ft): Pile Cross-Sectional Area (sq.in): Pipe Pile Wall Thickness (in): Pile Pile Tip Description: Splice Description: Splice Location From Pile Top (ft): Concrete Pile (psi): Strength, f’c Steel Pile Yield Strength, Fy (ksi): Note: Within 30 calendar days after award of contract or no later than 30 days before driving the first pile, submit form and Pile Installation Plan to the Geotechnical Design Engineer, with copy to the Bridge Construction Engineer and RCE. SCDOT Design-Build Section – Submitted By: Geotechnical Design Engineer P.O. Box 191 Title: Columbia, SC 29202-0191 Telephone (803) 737-0766 ( )- Date: Telephone No. FAX (803) 737-9868
County: Bridge Plans ID: Route: Description: Contractor: Hammer Manufacturer: Model: Type: Serial No. Rated Energy (k-ft) at Length of stroke (ft) Lead Size (in): Modifications: Note: Attach any hammer modification specifications. Manufacturer’s Specifications may be required if hammer is not found in Wave Equation database. Date of Last Maintenance: Type of Maintenance: Performed By: Striker Plate Weight (kips): Diameter (in): Thickness (in): Hammer Cushion Description: Material Description No. of Layers Modulus of Elasticity (ksi) Thickness (in) 1 2 Area (sq. in): Total Thickness (in) Coefficient of Restitution: Pile Cap (Helmet) Dimension: Pile Cap Weight (kips): Inserts Weight (kips): Pile Cushion Material: Thickness (in.) Area (sq. in): Modulus of Elasticity (ksi): Coefficient of Restitution: Pile Pile Type/Size & Pile Point: Total Pile & Point Length (ft): Exposed Pile Point Length (ft): Pile Cross-Sectional Area (sq.in): Pipe Pile Wall Thickness (in): Pile Tip Description: Splice Description: Splice Location From Pile Top (ft): Concrete Pile Strength, f’c (psi): Steel Pile Yield Strength, Fy (ksi): Note: Within 30 calendar days after award of contract or no later than 30 days before driving the first pile, submit form and Pile Installation Plan to the Geotechnical Design Engineer, with copy to the Bridge Construction Engineer and RCE. SCDOT – Design-Build Section Geotechnical Design Engineer P.O. Box 191 Columbia, SC 29202-0191 Telephone (803) 737-0766 FAX (803) 737-9868 Submitted By: Title: Telephone No. ( )- Date:
Pile_Driving_Equipment_Data_Form.docx