300 - Typical Bridge Design Detail: Difference between revisions

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Typical Bridge Design details shown in Section 300 of the ''Bridge Design Manual'' are not intended to act as ''Standard Construction Details'', and therefore must be shown on bridge plans in the contract documents. In addition, bridge plans should not refer to Section 300 of the ''Bridge Design Manual''<ref>Delaware Department of Transportation Bridge Design Manual.</ref>.
Typical Bridge Design details shown in Section 300 of the ''Bridge Design Manual'' are not intended to act as ''Standard Construction Details'', and therefore must be shown on bridge plans in the contract documents. In addition, bridge plans should not refer to Section 300 of the ''Bridge Design Manual''.


[[Media:Bdm 2021 300.pdf|'''<big>Download all of Section 300 (PDF)</big>''']]
[[Media:Section 300.pdf|'''<big>Download all of Section 300 (PDF)</big>''']]


Subsection PDFs can be downloaded by clicking on the Detail No. below.
Subsection PDFs can be downloaded by clicking on the Detail No. below.
Line 12: Line 12:
! Subject
! Subject
!Detail No.
!Detail No.
!DGN
!Title
!Title
!Issue Date  
!Issue Date  
Line 17: Line 18:
| rowspan="4" |GENERAL
| rowspan="4" |GENERAL
|[[Media:Detail 301.01.pdf|301.01]]
|[[Media:Detail 301.01.pdf|301.01]]
|[[Media:Detail 301.01.dgn|DGN]]
|BRIDGE PROJECT NOTES  
|BRIDGE PROJECT NOTES  
|2022
|2022
|-
|-
|[[Media:Detail 301.02.pdf|301.02]]
|[[Media:Detail 301.02.pdf|301.02]]
|[[Media:Detail 301.02.dgn|DGN]]
|REINFORCEMENT BAR FABRICATION DETAILS
|REINFORCEMENT BAR FABRICATION DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 301.03.pdf|301.03]]
|[[Media:Detail 301.03.pdf|301.03]]
|[[Media:Detail 301.03.dgn|DGN]]
|CONCRETE REPAIR DETAILS
|CONCRETE REPAIR DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 301.04.pdf|301.04]]
|[[Media:Detail 301.04.pdf|301.04]]
|[[Media:Detail 301.04.dgn|DGN]]
|EXCAVATION AND BACKFILL PAY LIMIT DETAILS
|EXCAVATION AND BACKFILL PAY LIMIT DETAILS
|2022
|2022
|-
|-
| rowspan="11" | SUBSTRUCTURE
| rowspan="8" | SUBSTRUCTURE
|[[Media:Detail 305.01.pdf|305.01]]
|[[Media:Detail 305.01.pdf|305.01]]
|[[Media:Detail 305.01.dgn|DGN]]
|PRESTRESSED-PRECAST CONCRETE PILE DETAILS  
|PRESTRESSED-PRECAST CONCRETE PILE DETAILS  
|2022
|2022
|-
|-
|[[Media:Detail 305.02.pdf|305.02]]
|[[Media:Detail 305.02.pdf|305.02]]
|[[Media:Detail 305.02.dgn|DGN]]
|CAST-IN-PLACE PILE DETAILS  
|CAST-IN-PLACE PILE DETAILS  
|2022
|2022
|-
|-
|[[Media:Detail 305.03.pdf|305.03]]
|[[Media:Detail 305.03.pdf|305.03]]
|[[Media:Detail 305.03.dgn|DGN]]
|STEEL H-PILE DETAILS
|STEEL H-PILE DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 305.04.pdf|305.04]]
|[[Media:Detail 305.04.pdf|305.04]]
|[[Media:Detail 305.04.dgn|DGN]]
|DRILLED SHAFT DETAILS
|DRILLED SHAFT DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 310.01.pdf|310.01]]
|[[Media:Detail 310.01.pdf|310.01]]
|[[Media:Detail 310.01.dgn|DGN]]
|CANTILEVER ABUTMENT DETAILS
|CANTILEVER ABUTMENT DETAILS
|2022 (new)
|2022 (new)
|-
|-
|[[Media:Detail 310.02.pdf|310.02]]
|[[Media:Detail 310.02.pdf|310.02]]
|STUB ABUTMENT WITH MSE WALL DETAILS
|[[Media:Detail 310.02.dgn|DGN]]
|STUB ABUTMENT DETAILS
|2022 (new)
|2022 (new)
|-
|310.03
|SEMI-INTEGRAL ABUTMENT DETAILS
|N/A
|-
|310.04
|INTEGRAL ABUTMENT DETAILS
|N/A
|-
|310.05
|WINGWALL DETAILS
|N/A
|-
|-
|[[Media:Detail 315.01.pdf|315.01]]
|[[Media:Detail 315.01.pdf|315.01]]
|[[Media:Detail 315.01.dgn|DGN]]
|REINFORCED CONCRETE PIER DETAILS
|REINFORCED CONCRETE PIER DETAILS
|2022
|2022
|-
|-
|320.01
|320.01
|N/A
|SLOPE PROTECTION DETAILS
|SLOPE PROTECTION DETAILS
|N/A
|N/A
Line 79: Line 80:
| rowspan="17" |SUPERSTRUCTURE
| rowspan="17" |SUPERSTRUCTURE
|[[Media:Detail 325.01.pdf|325.01]]
|[[Media:Detail 325.01.pdf|325.01]]
|[[Media:Detail 325.01.dgn|DGN]]
|CONCRETE DECK DETAILS
|CONCRETE DECK DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 325.02.pdf|325.02]]
|[[Media:Detail 325.02.pdf|325.02]]
|[[Media:Detail 325.02.dgn|DGN]]
|BRIDGE RAILING DETAILS
|BRIDGE RAILING DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 325.03.pdf|325.03]]
|[[Media:Detail 325.03.pdf|325.03]]
|[[Media:Detail 325.03.dgn|DGN]]
|APPROACH SLAB DETAILS
|APPROACH SLAB DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 325.04.pdf|325.04]]
|[[Media:Detail 325.04.pdf|325.04]]
|[[Media:Detail 325.04.dgn|DGN]]
|MOMENT SLAB DETAILS
|MOMENT SLAB DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 325.05.pdf|325.05]]
|[[Media:Detail 325.05.pdf|325.05]]
|[[Media:Detail 325.05.dgn|DGN]]
|SLEEPER SLAB DETAILS
|SLEEPER SLAB DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 330.01.pdf|330.01]]
|[[Media:Detail 330.01.pdf|330.01]]
|[[Media:Detail 330.01.dgn|DGN]]
|PRESTRESSED CONCRETE BEAM FRAMING PLAN AND CAMBER DETAILS
|PRESTRESSED CONCRETE BEAM FRAMING PLAN AND CAMBER DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 330.02.pdf|330.02]]
|[[Media:Detail 330.02.pdf|330.02]]
|[[Media:Detail 330.02.dgn|DGN]]
|PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
|PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 330.03.pdf|330.03]]
|[[Media:Detail 330.03.pdf|330.03]]
|[[Media:Detail 330.03.dgn|DGN]]
|PRESTRESSED CONCRETE NEXT BEAM BRIDGE DETAILS
|PRESTRESSED CONCRETE NEXT BEAM BRIDGE DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 330.04.pdf|330.04]]
|[[Media:Detail 330.04.pdf|330.04]]
|[[Media:Detail 330.04.dgn|DGN]]
|PRESTRESSED CONCRETE PCEF BEAM BRIDGE DETAILS
|PRESTRESSED CONCRETE PCEF BEAM BRIDGE DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 335.01.pdf|335.01]]
|[[Media:Detail 335.01.pdf|335.01]]
|[[Media:Detail 335.01.dgn|DGN]]
|STEEL BEAM BRIDGE DETAILS  
|STEEL BEAM BRIDGE DETAILS  
|2022
|2022
|-
|-
|[[Media:Detail 335.02.pdf|335.02]]
|[[Media:Detail 335.02.pdf|335.02]]
|[[Media:Detail 335.02.dgn|DGN]]
|STEEL BEAM FRAMING PLAN DETAILS
|STEEL BEAM FRAMING PLAN DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 335.03.pdf|335.03]]
|[[Media:Detail 335.03.pdf|335.03]]
|[[Media:Detail 335.03.dgn|DGN]]
|STEEL BEAM CAMBER DETAILS
|STEEL BEAM CAMBER DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 340.01.pdf|340.01]]
|[[Media:Detail 340.01.pdf|340.01]]
|[[Media:Detail 340.01.dgn|DGN]]
|STRIP SEAL EXPANSION JOINT DETAILS  
|STRIP SEAL EXPANSION JOINT DETAILS  
|04/01/2021
|04/01/2021
|-
|-
|340.02
|340.02
|N/A
|FINGER JOINT EXPANSION JOINT DETAILS
|FINGER JOINT EXPANSION JOINT DETAILS
|N/A
|N/A
|-
|-
|340.03
|340.03
|N/A
|COMPRESSION SEAL DETAILS
|COMPRESSION SEAL DETAILS
|N/A
|N/A
|-
|-
|[[Media:Detail 345.01.pdf|345.01]]
|[[Media:Detail 345.01.pdf|345.01]]
|[[Media:Detail 345.01.dgn|DGN]]
|ELASTOMERIC BEARING DETAILS
|ELASTOMERIC BEARING DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 345.02.pdf|345.02]]
|[[Media:Detail 345.02.pdf|345.02]]
|[[Media:Detail 345.02.dgn|DGN]]
|POT BEARING DETAILS
|POT BEARING DETAILS
|04/01/2021
|04/01/2021
Line 149: Line 166:
|rowspan="3" |CULVERTS
|rowspan="3" |CULVERTS
|[[Media:Detail 350.01.pdf|350.01]]
|[[Media:Detail 350.01.pdf|350.01]]
|[[Media:Detail 350.01.dgn|DGN]]
|PIPE CULVERT DETAILS
|PIPE CULVERT DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 355.01.pdf|355.01]]
|[[Media:Detail 355.01.pdf|355.01]]
|[[Media:Detail 355.01.dgn|DGN]]
|PRECAST CONCRETE BOX CULVERT DETAILS
|PRECAST CONCRETE BOX CULVERT DETAILS
|2022
|2022
|-
|-
|[[Media:Detail 360.01.pdf|360.01]]
|[[Media:Detail 360.01.pdf|360.01]]
|[[Media:Detail 360.01.dgn|DGN]]
|PRECAST CONCRETE RIGID FRAME DETAILS
|PRECAST CONCRETE RIGID FRAME DETAILS
|2022
|2022
Line 162: Line 182:
|rowspan="3" |MISCELLANEOUS
|rowspan="3" |MISCELLANEOUS
|365.01
|365.01
|N/A
|SIGN STRUCTURES
|SIGN STRUCTURES
|N/A
|N/A
|-
|-
|370.01
|370.01
|N/A
|SOUND BARRIERS
|SOUND BARRIERS
|N/A
|N/A
|-
|-
|375.01
|375.01
|N/A
|BRIDGE LIGHTING DETAILS
|BRIDGE LIGHTING DETAILS
|N/A
|N/A
Line 177: Line 200:
THE DETAILS ON THIS SHEET HAVING 'N/A' UNDER ITS DATE ARE NOT YET AVAILABLE AND WILL BE INCLUDED IN FUTURE BRIDGE DESIGN MANUAL REVISIONS.
THE DETAILS ON THIS SHEET HAVING 'N/A' UNDER ITS DATE ARE NOT YET AVAILABLE AND WILL BE INCLUDED IN FUTURE BRIDGE DESIGN MANUAL REVISIONS.


<references />
<categorytree mode="all">300 - Typical Bridge Design Details</categorytree>

Latest revision as of 15:29, 12 December 2022

Typical Bridge Design details shown in Section 300 of the Bridge Design Manual are not intended to act as Standard Construction Details, and therefore must be shown on bridge plans in the contract documents. In addition, bridge plans should not refer to Section 300 of the Bridge Design Manual.

Download all of Section 300 (PDF)

Subsection PDFs can be downloaded by clicking on the Detail No. below.

INDEX OF TYPICAL BRIDGE DESIGN DETAILS

Subject Detail No. DGN Title Issue Date
GENERAL 301.01 DGN BRIDGE PROJECT NOTES 2022
301.02 DGN REINFORCEMENT BAR FABRICATION DETAILS 2022
301.03 DGN CONCRETE REPAIR DETAILS 2022
301.04 DGN EXCAVATION AND BACKFILL PAY LIMIT DETAILS 2022
SUBSTRUCTURE 305.01 DGN PRESTRESSED-PRECAST CONCRETE PILE DETAILS 2022
305.02 DGN CAST-IN-PLACE PILE DETAILS 2022
305.03 DGN STEEL H-PILE DETAILS 2022
305.04 DGN DRILLED SHAFT DETAILS 2022
310.01 DGN CANTILEVER ABUTMENT DETAILS 2022 (new)
310.02 DGN STUB ABUTMENT DETAILS 2022 (new)
315.01 DGN REINFORCED CONCRETE PIER DETAILS 2022
320.01 N/A SLOPE PROTECTION DETAILS N/A
SUPERSTRUCTURE 325.01 DGN CONCRETE DECK DETAILS 2022
325.02 DGN BRIDGE RAILING DETAILS 2022
325.03 DGN APPROACH SLAB DETAILS 2022
325.04 DGN MOMENT SLAB DETAILS 2022
325.05 DGN SLEEPER SLAB DETAILS 2022
330.01 DGN PRESTRESSED CONCRETE BEAM FRAMING PLAN AND CAMBER DETAILS 2022
330.02 DGN PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS 2022
330.03 DGN PRESTRESSED CONCRETE NEXT BEAM BRIDGE DETAILS 2022
330.04 DGN PRESTRESSED CONCRETE PCEF BEAM BRIDGE DETAILS 2022
335.01 DGN STEEL BEAM BRIDGE DETAILS 2022
335.02 DGN STEEL BEAM FRAMING PLAN DETAILS 2022
335.03 DGN STEEL BEAM CAMBER DETAILS 2022
340.01 DGN STRIP SEAL EXPANSION JOINT DETAILS 04/01/2021
340.02 N/A FINGER JOINT EXPANSION JOINT DETAILS N/A
340.03 N/A COMPRESSION SEAL DETAILS N/A
345.01 DGN ELASTOMERIC BEARING DETAILS 2022
345.02 DGN POT BEARING DETAILS 04/01/2021
CULVERTS 350.01 DGN PIPE CULVERT DETAILS 2022
355.01 DGN PRECAST CONCRETE BOX CULVERT DETAILS 2022
360.01 DGN PRECAST CONCRETE RIGID FRAME DETAILS 2022
MISCELLANEOUS 365.01 N/A SIGN STRUCTURES N/A
370.01 N/A SOUND BARRIERS N/A
375.01 N/A BRIDGE LIGHTING DETAILS N/A

NOTE: THE DETAILS ON THIS SHEET HAVING 'N/A' UNDER ITS DATE ARE NOT YET AVAILABLE AND WILL BE INCLUDED IN FUTURE BRIDGE DESIGN MANUAL REVISIONS.