300 - Typical Bridge Design Detail: Difference between revisions

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==== Detail No. 300.1 - Index of Typical Bridge Design Details ====
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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''.
 
[[Media:Section 300.pdf|'''<big>Download all of Section 300 (PDF)</big>''']]
 
Subsection PDFs can be downloaded by clicking on the Detail No. below.
 
===INDEX OF TYPICAL BRIDGE DESIGN DETAILS===
 
{| class="wikitable"
{| class="wikitable"
|+
! Subject
!Subject
!Detail No.
!Detail No.
!DGN
!Title
!Title
!Issue Date
!Issue Date  
|-
|-
|GENERAL
| rowspan="4" |GENERAL
|301.01
|[[Media:Detail 301.01.pdf|301.01]]
|BRIDGE PROJECT NOTES
|[[Media:Detail 301.01.dgn|DGN]]
|04/01/2021
|BRIDGE PROJECT NOTES  
|2022
|-
|-
|
|[[Media:Detail 301.02.pdf|301.02]]
|301.02
|[[Media:Detail 301.02.dgn|DGN]]
|REINFORCEMENT BAR FABRICATION DETAILS
|REINFORCEMENT BAR FABRICATION DETAILS
|04/01/2021
|2022
|-
|-
|
|[[Media:Detail 301.03.pdf|301.03]]
|301.03
|[[Media:Detail 301.03.dgn|DGN]]
|CONCRETE REPAIR DETAILS
|CONCRETE REPAIR DETAILS
|01/31/2019
|2022
|-
|-
|
|[[Media:Detail 301.04.pdf|301.04]]
|301.04
|[[Media:Detail 301.04.dgn|DGN]]
|EXCAVATION AND BACKFILL PAY LIMIT DETAILS
|EXCAVATION AND BACKFILL PAY LIMIT DETAILS
|10/01/2016
|2022
|-
| rowspan="8" | SUBSTRUCTURE
|[[Media:Detail 305.01.pdf|305.01]]
|[[Media:Detail 305.01.dgn|DGN]]
|PRESTRESSED-PRECAST CONCRETE PILE DETAILS
|2022
|-
|[[Media:Detail 305.02.pdf|305.02]]
|[[Media:Detail 305.02.dgn|DGN]]
|CAST-IN-PLACE PILE DETAILS
|2022
|-
|[[Media:Detail 305.03.pdf|305.03]]
|[[Media:Detail 305.03.dgn|DGN]]
|STEEL H-PILE DETAILS
|2022
|-
|[[Media:Detail 305.04.pdf|305.04]]
|[[Media:Detail 305.04.dgn|DGN]]
|DRILLED SHAFT DETAILS
|2022
|-
|[[Media:Detail 310.01.pdf|310.01]]
|[[Media:Detail 310.01.dgn|DGN]]
|CANTILEVER ABUTMENT DETAILS
|2022 (new)
|-
|[[Media:Detail 310.02.pdf|310.02]]
|[[Media:Detail 310.02.dgn|DGN]]
|STUB ABUTMENT DETAILS
|2022 (new)
|-
|-
|
|[[Media:Detail 315.01.pdf|315.01]]
|
|[[Media:Detail 315.01.dgn|DGN]]
|
|REINFORCED CONCRETE PIER DETAILS
|
|2022
|-
|-
|Substructure
|320.01
|305.01
|N/A
|PRESTRESSED-PRECAST CONCRETE PILE DETAILS
|SLOPE PROTECTION DETAILS
|N/A
|-
| rowspan="17" |SUPERSTRUCTURE
|[[Media:Detail 325.01.pdf|325.01]]
|[[Media:Detail 325.01.dgn|DGN]]
|CONCRETE DECK DETAILS
|2022
|-
|[[Media:Detail 325.02.pdf|325.02]]
|[[Media:Detail 325.02.dgn|DGN]]
|BRIDGE RAILING DETAILS
|2022
|-
|[[Media:Detail 325.03.pdf|325.03]]
|[[Media:Detail 325.03.dgn|DGN]]
|APPROACH SLAB DETAILS
|2022
|-
|[[Media:Detail 325.04.pdf|325.04]]
|[[Media:Detail 325.04.dgn|DGN]]
|MOMENT SLAB DETAILS
|2022
|-
|[[Media:Detail 325.05.pdf|325.05]]
|[[Media:Detail 325.05.dgn|DGN]]
|SLEEPER SLAB DETAILS
|2022
|-
|[[Media:Detail 330.01.pdf|330.01]]
|[[Media:Detail 330.01.dgn|DGN]]
|PRESTRESSED CONCRETE BEAM FRAMING PLAN AND CAMBER DETAILS
|2022
|-
|[[Media:Detail 330.02.pdf|330.02]]
|[[Media:Detail 330.02.dgn|DGN]]
|PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
|2022
|-
|[[Media:Detail 330.03.pdf|330.03]]
|[[Media:Detail 330.03.dgn|DGN]]
|PRESTRESSED CONCRETE NEXT BEAM BRIDGE DETAILS
|2022
|-
|[[Media:Detail 330.04.pdf|330.04]]
|[[Media:Detail 330.04.dgn|DGN]]
|PRESTRESSED CONCRETE PCEF BEAM BRIDGE DETAILS
|2022
|-
|[[Media:Detail 335.01.pdf|335.01]]
|[[Media:Detail 335.01.dgn|DGN]]
|STEEL BEAM BRIDGE DETAILS
|2022
|-
|[[Media:Detail 335.02.pdf|335.02]]
|[[Media:Detail 335.02.dgn|DGN]]
|STEEL BEAM FRAMING PLAN DETAILS
|2022
|-
|[[Media:Detail 335.03.pdf|335.03]]
|[[Media:Detail 335.03.dgn|DGN]]
|STEEL BEAM CAMBER DETAILS
|2022
|-
|[[Media:Detail 340.01.pdf|340.01]]
|[[Media:Detail 340.01.dgn|DGN]]
|STRIP SEAL EXPANSION JOINT DETAILS  
|04/01/2021
|04/01/2021
|-
|-
|
|340.02
|305.02
|N/A
|CAST-IN-PLACE PILE DETAILS
|FINGER JOINT EXPANSION JOINT DETAILS
|N/A
|-
|340.03
|N/A
|COMPRESSION SEAL DETAILS
|N/A
|-
|[[Media:Detail 345.01.pdf|345.01]]
|[[Media:Detail 345.01.dgn|DGN]]
|ELASTOMERIC BEARING DETAILS
|2022
|-
|[[Media:Detail 345.02.pdf|345.02]]
|[[Media:Detail 345.02.dgn|DGN]]
|POT BEARING DETAILS
|04/01/2021
|04/01/2021
|-
|-
|
|rowspan="3" |CULVERTS
|305.03
|[[Media:Detail 350.01.pdf|350.01]]
|STEEL H-PILE DETAILS
|[[Media:Detail 350.01.dgn|DGN]]
|04/01/2021
|PIPE CULVERT DETAILS
|2022
|-
|[[Media:Detail 355.01.pdf|355.01]]
|[[Media:Detail 355.01.dgn|DGN]]
|PRECAST CONCRETE BOX CULVERT DETAILS
|2022
|-
|[[Media:Detail 360.01.pdf|360.01]]
|[[Media:Detail 360.01.dgn|DGN]]
|PRECAST CONCRETE RIGID FRAME DETAILS
|2022
|-
|rowspan="3" |MISCELLANEOUS
|365.01
|N/A
|SIGN STRUCTURES
|N/A
|-
|370.01
|N/A
|SOUND BARRIERS
|N/A
|-
|-
|
|375.01
|305.04
|N/A
|DRILLED SHAFT DETAILS
|BRIDGE LIGHTING DETAILS
|04/01/2021
|N/A
|}
|}
DISCLAIMER:
ALL 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


NOTE:
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.
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.


==== Detail No. 301.01 - BRIDGE PROJECT NOTES ====
<categorytree mode="all">300 - Typical Bridge Design Details</categorytree>
 
===== Section 200 =====
 
====== 1. REMOVAL OF UNSUITABLE MATERIAL: ======
SOIL BORINGS HAVE IDENTIFIED MATERIAL, DESCRIBED AS (insert description), THAT (IS or MAY BE) UNSUITABLE FOR BEARING
 
OF THE STRUCTURE AT ELEVATION (x) TO (x). (if necessary), EXCAVATE THIS LAYER (TO A MAXIMUM DEPTH OF (x1) BELOW THE BOTTOM OF FOOTING ELEVATION) UNTIL SUITABLE BEARING MATERIAL IS REACHED, AS DIRECTED BY THE ENGINEER. EXCAVATION TO ELEVATION (x) IS INCLUDED IN THE QUANTITY FOR STRUCTURAL EXCAVATION. BACKFILL EXCAVATION BELOW THE FOOTING ELEVATION WITH (specify borrow type, stone and/or crushed concrete or a combination) ON GEOTEXTILE. PAYMENT UNDER
 
(respective items).
 
====== 2. ROCK PROFILE VARIATION: (see designer note 5) ======
IT IS ANTICIPATED THAT THE ACTUAL PROFILE OF THE ROCK VARIES FROM WHAT HAS BEEN MEASURED, THE ESTIMATED QUANTITIES FOR THE ITEMS LISTED BELOW HAVE BEEN INCREASED xx% OVER THE QUANTITIES CALCULATED:
 
- (insert item numbers and descriptions)
 
====== 3. BLAST MONITORING: (see designer note 6) ======
MONITOR BOTH THE EXISTING STRUCTURE AND THE PROPOSED STRUCTURE DURING ANY BLASTING TO ENSURE STRUCTURAL STABILITY THROUGHOUT THE DURATION OF THE PROJECT. THE MAXIMUM PERMISSIBLE LEVEL FOR PEAK PARTICLE VELOCITY (PPV) IS (insert appropriate value) IN/SEC. PAYMENT UNDER ITEM #(207010 or 207011) - ROCK EXCAVATION FOR STRUCTURE
 
====== 4. EMBANKMENTS: ======
ALLOW BRIDGE EMBANKMENTS TO SIT UNDISTURBED FOR A MINIMUM (insert number of days)-DAY PERIOD AFTER PLACED TO
 
THEBOTTOMOFABUTMENTFOOTERELEVATION,ORASDIRECTEDBYTHEENGINEER.WHENSETTLEMENTDOESNOTEXCEED
 
(insert value in inches) PER WEEK, RESUME WORK ON THE EMBANKMENT, OR AS DIRECTED BY THE ENGINEER.
 
====== 5. Removal of Structures and Obstructions: ======
Remove the following items under item #211000 - Removal of structures and obstructions associated with bridge (insert bridge number):
 
- (insert list of items to be removed under #211000)
 
====== 6. HAZARDOUS MATERIAL (existing or previous timber only - see designer note 7): ======
BE ADVISED THAT THE (existing or previous) STRUCTURE OVER (insert road or stream name) MAY CONTAIN CREOSOTED TIMBER. HANDLE ALL HAZARDOUS MATERIALS (i.e. creosote timber) IN ACCORDANCE WITH SPECIAL PROVISION 202560. PAYMENT INCIDENTAL TO ITEM #211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 
====== 7. HAZARDOUS MATERIAL (steel only); ======
BE ADVISED THAT THE EXISTING STRUCTURE OVER (insert road or stream name) DOES CONTAIN LEAD BASED PAINT. AS A RESULT, DETAIL METHODS OF CUTTING THE BEAMS AND/OR DIAPHRAGMS, IF REQUIRED, IN THE CONTRACTOR'S PROPOSED DEMOLITION PLAN AND HOW THOSE PERSONS PERFORMING SUCH WORK WILL BE PROTECTED IN ACCORDANCE WITH APPLICABLE OSH A REGULATIONS. ADDITIONALLY, DETAIL WHEN AND HOW THE LEAD BASED PAINT WILL BE REMOVED FROM THE STRUCTURAL STEEL AND ALL RELATED BRIDGE COMPONENTS. IF THE WORK IS PERFORMED ON SITE, THEN INCLUDE PROPER PROTECTION, CONTAINMENT, AND FINAL LEAD PAINT DISPOSAL IN THE PROPOSED PLAN. IF THE BEAMS WIL BE TRANSPORTED WITH THE PAINT STILL INTACT, THEN DETAIL HOW THE STRUCTURAL COMPONENTS WILL BE PROTECTED DURING TRANSPORT, WHERE AND HOW THE PAINT WILL BE REMOVED, AND THE LOCATION OF FINAL PAINT DISPOSAL. AGAIN IN ACCORDANCE WITH OSHA REGULATIONS. PROVIDE WRITTEN DOCUMENTATION TO THE ENGINEER, PRIOR TO FINAL CONTRACT ACCEPTANCE, NOTING WHEN AND WHERE THE LEAD BASED PAINT WAS REMOVED, AND THE LOCATION OF FINAL PAINT DISPOSAL. ALL COSTS INVOLVED WITH THE ABOVE LISTED WORK IS INCIDENTAL TO ITEM #211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS.
 
====== 8. SIGNING ======
TO AVOID DAMAGE, SIGNS WITHIN PROJECT LIMITS MAY BE REMOVED DURING CONSTRUCTION IF NEEDED, BUT MUST BE REPLACED TO MATCH EXISTING CONDITIONS BEFORE REOPENING THE ROADWAY. INCLUDE PAYMENT FOR ALL WORK RELATED TO MOVING AND REINSTALLING THE SIGN IN ITEM #211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS. IF THE SIGN IS DAMAGED DURING CONSTRUCTION, REPLACE THE SIGN AT THE CONTRACTOR'S EXPENSE.
 
===== Section 600 =====
 
==== Detail No. 301.02 - REINFORCEMENT BAR FABRICATION DETAIL ====
[[Media:Bdm 2021 301 02 PDF.pdf|Click here for PDF]]
 
<gallery widths="360" heights="240">
File:Bdm 2021 301 02.png
File:Bdm 2021 301 02 2.png
</gallery>
 
==== Detail No. 301.03 - Concrete Repair Details ====
[[Media:Bdm 2021 301 03 PDF.pdf|Click here for PDF]]
 
<gallery widths="360" heights="240">
File:Bdm 2021 301 03.png
</gallery>

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.

300 - Typical Bridge Design Details
General Details
Substructure Details
Superstructure Details
Culvert Details
Detail 301.01
Detail 301.02
Detail 301.03
Detail 301.04
Detail 301.05
Detail 305.01
Detail 305.02
Detail 305.03
Detail 305.04
Detail 310.01
Detail 310.02
Detail 315.01
Detail 325.01
Detail 325.02
Detail 325.03
Detail 325.04
Detail 325.05
Detail 330.01
Detail 330.02
Detail 330.03
Detail 330.04
Detail 335.01
Detail 335.02
Detail 335.03
Detail 340.01
Detail 345.01
Detail 345.02
Detail 350.01
Detail 355.01
Detail 360.01
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