Standard Bridge Plans - H40

3 Span PPCB - 40'
H40-01-06 Index & General Notes
H40-02-06 General Information
H40-03-06 Superstructure Details
H40-04-06 Superstructure Details - Misc.
H40-05-06 Abutment Details for 0° Skew, A & B Beams
H40-06-06 Abutment Details for 0° Skew, C Beams
H40-07-06 Longitudinal Section for 0° Skew, A & B Beams
H40-08-06 Longitudinal Section for 0° Skew, C Beams
H40-09-06 Superstructure Details for 0° Skew
H40-10-06 Deck & Abutment Reinf. for 0° Skew
H40-11-06  Abutment Details for 15° Skew, A & B Beams
H40-12-06 Abutment Details for 15° Skew, C Beams
H40-13-06 Longitudinal Section for 15° Skew, A & B
H40-14-06 Longitudinal Section for 15° Skew, C Beams
H40-15-06 Superstructure Details for 15° Skew
H40-16-06 Deck & Abutment Reinf. for 15° Skew
H40-17-06  Additional Quantities for 15° Skew
H40-18-06 Abutment Details for 30° Skew, A & B Beams
H40-19-06 Abutment Details for 30° Skew, C Beams
H40-20-06 Longitudinal Section for 30° Skew, A & B Beams
H40-21-06  Longitudinal Section for 30° Skew, C Beams
H40-22-06 Superstructure Details for 30° Skew
H40-23-06  Deck & Abutment Reinf. for 30° Skew
H40-24-06 Additional Quantities for 30° Skew
H40-25-06 Abutment Details for 45° Skew, A & B Beams
H40-26-06 Abutment Details for 45° Skew, C Beams
H40-27-06 Longitudinal Section for 45° Skew, A & B Beams
H40-28-06 Longitudinal Section for 45° Skew, C Beams
H40-29-06 Superstructure Details for 45° Skew
H40-30-06 Deck & Abutment Reinf. for 45° Skew
H40-31-06 Additional Quantities for 45° Skew
H40-32-06 A Beam Details
H40-33-06 A Beam Details
H40-34-06 B Beam Details
H40-35-06 B Beam Details
H40-36-06  C Beam Details
H40-37-06 C Beam Details
H40-38-06 Intermediate Steel Diaphragms
H40-39-06 Barrier Rail Details 1 of 3
H40-40-06 Barrier Rail Details 2 of 3
H40-41-06 Barrier Rail Details 3 of 3
H40-42-06  Open Rail Details 1 of 2
H40-43-06 Open Rail Details 2 of 2
H40-44-06 Pier Bearing Details
H40-45-06 Pile Bent Piers for 0° Skew
H40-46-06  Pile Bent Piers for 0° Skew
H40-47-06 Pile Bent Piers HP14 Piles for 0° Skew
H40-48-06  Pile Bent Piers for 15° Skew
H40-49-06 Pile Bent Piers for 15° Skew
H40-50-06 Pile Bent Piers HP14 Piles for 15° Skew
H40-51-06 Pile Bent Piers for 30° Skew
H40-52-06 Pile Bent Piers for 30° Skew
H40-53-06 Pile Bent Piers HP14 Piles for 30° Skew
H40-54-06 Pile Bent Piers for 45° Skew
H40-55-06 Pile Bent Piers for 45° Skew
H40-56-06 Pile Bent Piers HP14 Piles for 45° Skew
H40-57-06 Tee Pier Cap and Column, 0° Skew
H40-58-06 Tee Pier Cap and Column, 0° Skew
H40-59-06 Tee Pier-50 Ton Steel Pile Footings, 0° Skew, H=16' to 24'
H40-60-06 Tee Pier-50 Ton Steel Pile Footings, 0° Skew, H=25' to 40'
H40-61-06  Tee Pier-75 Ton Steel Pile Footings, 0° Skew, H=16' to 24'
H40-62-06 Tee Pier-75 Ton Steel Pile Footings, 0° Skew, H=25' to 40'
H40-63-06 Tee Pier-Spread Footings, 0° Skew, H=16' to 24'
H40-64-06 Tee Pier-Spread Footings, 0° Skew, H=25' to 40'
H40-65-06 Tee Pier Cap and Column, 15° Skew
H40-66-06 Tee Pier Cap and Column, 15° Skew
H40-67-06  Tee Pier-50 Ton Steel Pile Footings, 15° Skew, H=16' to 24'
H40-68-06 Tee Pier-50 Ton Steel Pile Footings, 15° Skew, H=25' to 40'
H40-69-06 Tee Pier-75 Ton Steel Pile Footings, 15° Skew, H=16' to 24'
H40-70-06 Tee Pier-75 Ton Steel Pile Footings, 15° Skew, H=25' to 40'
H40-71-06 Tee Pier-Spread Footings, 15° Skew, H=16' to 24'
H40-72-06  Tee Pier-Spread Footings, 15° Skew, H=25' to 40'
H40-73-06 Tee Pier Cap and Column, 30° Skew
H40-74-06 Tee Pier Cap and Column, 30° Skew
H40-75-06 Tee Pier-50 Ton Steel Pile Footings, 30° Skew, H=16' to 24'
H40-76-06 Tee Pier-50 Ton Steel Pile Footings, 30° Skew, H=25' to 40'
H40-77-06 Tee Pier-75 Ton Steel Pile Footings, 30° Skew, H=16' to 24'
H40-78-06  Tee Pier-75 Ton Steel Pile Footings, 30° Skew, H=25' to 40'
H40-79-06 Tee Pier-Spread Footings, 30° Skew, H=16' to 24'
H40-80-06 Tee Pier-Spread Footings, 30° Skew, H=25' to 40'
H40-81-06 Tee Pier Cap and Column, 45° Skew
H40-82-06 Tee Pier Cap and Column, 45° Skew
H40-83-06  Tee Pier-50 Ton Steel Pile Footings, 45° Skew, H=16' to 24'
H40-84-06 Tee Pier-50 Ton Steel Pile Footings, 45° Skew, H=25' to 40'
H40-85-06 Tee Pier-75 Ton Steel Pile Footings, 45° Skew, H=16' to 24'
H40-86-06 Tee Pier-75 Ton Steel Pile Footings, 45° Skew, H=25' to 40'
H40-87-06 Tee Pier-Spread Footings, 45° Skew, H=16' to 24'
H40-88-06 Tee Pier-Spread Footings, 45° Skew, H=25' to 40'
H40-89-06  Subdrain Details
H40-90-06 Wing Armoring Details, A & B Beams
H40-91-06 Wing Armoring Details, C Beams
H40-92-06 Abutment Back Detail, A & B Beams - 0° Skew
H40-93-06 Abutment Back Detail, A & B Beams - Skewed
H40-94-06  Abutment Back Detail, C Beams -  0° Skew
H40-95-06 Abutment Back Detail, C Beams - Skewed