751.50 Standard Detailing Notes - Revision history

Hoskir: /* H5. Expansion Joint Systems */ removed note H5.54 per RR4173

2026-02-10T18:58:56Z

H5. Expansion Joint Systems: removed note H5.54 per RR4173

← Older revision		Revision as of 13:58, 10 February 2026
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	'''(H5.53)'''		'''(H5.53)'''
	:Steel armor may also be referred to as extrusion or rail.		:Steel armor may also be referred to as extrusion or rail.

	~~'''(H5.54)'''~~
	~~:The terms P and R rail are used for identification only, and are not endorsements for any particular manufacturer.~~

	'''(H5.55) Use this note when polymer concrete is to be used next to strip seal.'''		'''(H5.55) Use this note when polymer concrete is to be used next to strip seal.'''

Hoskir: /* G5b Open Ended Cast-in Place (OECIP) Concrete Pile */ updated note g5bb8 per RR4140

2026-01-05T13:49:35Z

G5b Open Ended Cast-in Place (OECIP) Concrete Pile: updated note g5bb8 per RR4140

← Older revision		Revision as of 08:49, 5 January 2026
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	'''(G5b8)'''		'''(G5b8)'''
	:The hooks of vertical bars embedded in the pile ~~cap~~ footing should be oriented outward for all seismic categories.		:The hooks of vertical bars embedded in the pile footing should be oriented outward for all seismic categories.

	'''(G5b9)'''		'''(G5b9)'''

Hoskir: /* G5a Closed Ended Cast-in Place (CECIP) Concrete Pile */ updated note g5a10 due to RR4140

2026-01-05T13:48:34Z

G5a Closed Ended Cast-in Place (CECIP) Concrete Pile: updated note g5a10 due to RR4140

← Older revision		Revision as of 08:48, 5 January 2026
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	'''(G5a10)'''		'''(G5a10)'''
	:The hooks of vertical bars embedded in the pile ~~cap~~ footing should be oriented outward for all seismic categories.		:The hooks of vertical bars embedded in the pile footing should be oriented outward for all seismic categories.

	'''(G5a11)'''		'''(G5a11)'''

Hoskir: /* H11. Fences and Sidewalks */ changes to notes per email missed in RR3995

2025-12-15T21:03:51Z

H11. Fences and Sidewalks: changes to notes per email missed in RR3995

← Older revision		Revision as of 16:03, 15 December 2025
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	'''(H11.39)'''		'''(H11.39)'''
	:<u>Base plate</u> <u>~~Bent connection plate~~</u> shall be ASTM A709, Grade 50.		:<u>Base plate</u> <u>Connection angle</u> shall be ASTM A709, Grade 50.

	'''(H11.40) Use anchors instead of U bolts where the top of barrier is less than 9 inches wide or when the barrier is to be slip–formed and fence post is attached to back face of barrier.'''		'''(H11.40) Use anchors instead of U bolts where the top of barrier is less than 9 inches wide or when the barrier is to be slip–formed and fence post is attached to back face of barrier.'''
	:All <u>base plates</u> <u>~~bent~~ connection ~~plates~~</u>, <u>U-bolts,</u> <u>resin anchors,</u> hex nuts and washers shall be galvanized in accordance with ASTM A123 and Sec 1081.		:All <u>base plates</u> <u>connection angles</u>, <u>U-bolts,</u> <u>resin anchors,</u> hex nuts and washers shall be galvanized in accordance with ASTM A123 and Sec 1081.

	'''(H11.42)'''		'''(H11.42)'''
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	'''(H11.45)'''		'''(H11.45)'''
	:Grout shall be placed under the post <u>base plates</u> <u>~~bent~~ connection ~~plates~~ (horizontal leg)</u> in accordance with Sec 1066.		:Grout shall be placed under the post <u>base plates</u> <u>connection angles (horizontal leg)</u> in accordance with Sec 1066.

	'''(H11.46)'''		'''(H11.46)'''
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	:Resin anchors shall be ASTM F1554 Grade 36.		:Resin anchors shall be ASTM F1554 Grade 36.

	'''Use note I2.1, I2.2 and I2.3~~. Modify note I2.3 and change 5” to 5 5/8” at end of note~~.'''		'''Use note I2.1, I2.2 and I2.3.'''

	'''(H11.56)'''		'''(H11.56)'''

Hoskir: /* H2c. Prestressed Girders and Beams */ added and back in and added underscores

2025-12-04T17:23:20Z

H2c. Prestressed Girders and Beams: added and back in and added underscores

← Older revision		Revision as of 12:23, 4 December 2025
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	'''(H2c1.46) Place near strands at girder or beam ends detail with non-integral bents. Adjust the details accordingly. '''		'''(H2c1.46) Place near strands at girder or beam ends detail with non-integral bents. Adjust the details accordingly. '''
	:Prestressing strands at End Bents No. __ and __ <u>and Intermediate</u> <u>Bents</u> No. shall be trimmed to within 1/8 inch of concrete if exposed, or 1 inch of concrete if encased. Exposed ends of girders shall be given 2 coats of an asphalt paint. Ends of girders which will be encased in concrete diaphragms shall not be painted.		:Prestressing strands at End Bents No. __ and __ <u>and Intermediate</u> <u>Bents</u> No. __ and __ shall be trimmed to within 1/8 inch of concrete if exposed, or 1 inch of concrete if encased. Exposed ends of girders shall be given 2 coats of an asphalt paint. Ends of girders which will be encased in concrete diaphragms shall not be painted.

Hoskir: /* H2c. Prestressed Girders and Beams */ removed word and from note H2c1.46

2025-12-04T17:21:19Z

H2c. Prestressed Girders and Beams: removed word and from note H2c1.46

← Older revision		Revision as of 12:21, 4 December 2025
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	'''(H2c1.46) Place near strands at girder or beam ends detail with non-integral bents. Adjust the details accordingly. '''		'''(H2c1.46) Place near strands at girder or beam ends detail with non-integral bents. Adjust the details accordingly. '''
	:Prestressing strands at End Bents No. __ and __ <u>and Intermediate</u> <u>Bents</u> No. ~~and~~ shall be trimmed to within 1/8 inch of concrete if exposed, or 1 inch of concrete if encased. Exposed ends of girders shall be given 2 coats of an asphalt paint. Ends of girders which will be encased in concrete diaphragms shall not be painted.		:Prestressing strands at End Bents No. __ and __ <u>and Intermediate</u> <u>Bents</u> No. shall be trimmed to within 1/8 inch of concrete if exposed, or 1 inch of concrete if encased. Exposed ends of girders shall be given 2 coats of an asphalt paint. Ends of girders which will be encased in concrete diaphragms shall not be painted.

Hoskir: /* C1. Bill of Reinforcing Steel */ removed period from end of note c1.9

2025-11-25T14:17:12Z

C1. Bill of Reinforcing Steel: removed period from end of note c1.9

← Older revision		Revision as of 09:17, 25 November 2025
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	'''(C1.9) Use ASTM A706 for new bridges in seismic categories B, C & D. Use ASTM A615 for all other structures and rehabs.'''		'''(C1.9) Use ASTM A706 for new bridges in seismic categories B, C & D. Use ASTM A615 for all other structures and rehabs.'''
	:Reinforcing steel (ASTM <u>A615</u> <u>A706</u> Grade 60) fy = 60,000 psi.		:Reinforcing steel (ASTM <u>A615</u> <u>A706</u> Grade 60) fy = 60,000 psi

	'''(C1.20) Use with galvanized reinforcement. Place below Reinforcing Steel Totals table on bill of reinforcing steel sheet in plans.'''		'''(C1.20) Use with galvanized reinforcement. Place below Reinforcing Steel Totals table on bill of reinforcing steel sheet in plans.'''
	:Products used to repair damaged zinc coating shall not contain aluminum.		:Products used to repair damaged zinc coating shall not contain aluminum.


	=== C2. Prestressed Girders, Beams & Panels ===		=== C2. Prestressed Girders, Beams & Panels ===

Hoskir: /* C. Reinforcing Steel Notes */ updated per RR4125

2025-11-19T19:29:53Z

C. Reinforcing Steel Notes: updated per RR4125

← Older revision		Revision as of 14:29, 19 November 2025
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	'''~~BENDING BY CRSI STANDARDS~~'''		'''Notes for Bill of Reinforcing Steel (BILL) Bridge Standard Drawings'''

	'''(C1.3)'''		'''(C1.3)'''
	:All ~~standard hooks and bends other than 180 degree~~ are to ~~be bent with same procedure as for 90 degree standard hooks~~.		:All dimensions are out to out.

	'''(C1.4)'''		'''(C1.4)'''
	:~~Hooks and bends~~ shall be in accordance with ~~the procedures as shown on this sheet~~.		:Shapes ending with an S shall be bent in accordance with stirrup pin bend shapes.

	'''(C1.5)'''		'''(C1.5)'''
	:~~Nominal lengths are based on out to out dimensions shown in~~ bending ~~diagrams and are listed~~ for ~~fabricators use~~. ~~(Nearest inch)~~		:Unless otherwise noted, finished bending diameter D is the same for all bends of a shape.

	'''(C1.6)'''		'''(C1.6)'''
	:~~Payweights~~ are ~~based~~ on ~~actual lengths~~.		:Four angle or channel spacers are required for each column spiral. Spacers are to be placed on inside of spirals. Length and weight of column spirals do not include splices or spacers.

	'''(C1.7)'''		'''(C1.7)'''
	:~~Unless otherwise noted, diameter "D" is~~ the ~~same~~ for ~~all bends and hooks~~ on ~~a bar~~.		:Nominal lengths are based on out to out dimensions shown in bending diagrams and are listed to the nearest inch for fabricators use. Actual lengths are measured along centerline bar to the nearest inch. Weights are based on actual lengths.

	'''(C1.8)'''		'''(C1.8)'''
	:E = ~~Epoxy coated reinforcement~~.		:V = Sets of varied bars and number of bars in each length. Bar dimensions vary in equal increments between dimensions shown on this line and the following line and the actual length dimension shown on this line and the following line vary by the specified increment.

	'''(C1.9)~~'''~~		'''(C1.9) Use ASTM A706 for new bridges in seismic categories B, C & D. Use ASTM A615 for all other structures and rehabs.'''
	~~:S = Stirrup.~~		:Reinforcing steel (ASTM <u>A615</u> <u>A706</u> Grade 60) fy = 60,000 psi.

	~~'''(C1.10)'''~~
	~~:X = Bar is included~~ in ~~substructure quantities~~.

	~~'''(C1.11)'''~~
	~~:Actual lengths are measured along centerline bar to the nearest inch.~~

	~~'''(C1.12)'''~~
	~~:V = Bar dimensions vary in equal increments between dimensions shown on this line~~ and ~~the following line~~.

	~~'''(C1.13)~~'''
	:~~No. ea. = Number of bars of each length.~~

	~~'''~~(~~C1.14)'''~~
	~~:Four angle or channel spacers are required for each column spiral. Spacers are to be placed on inside of spirals. Length and weight of column spirals do not include splices or spacers.~~
	<~~div id="(C1.15)"~~></~~div~~>

	~~'''(C1.15)'''~~
	~~:Reinforcing steel (~~Grade 60) fy = 60,000 psi.

	'''(C1.20) Use with galvanized reinforcement. Place below Reinforcing Steel Totals table on bill of reinforcing steel sheet in plans.'''		'''(C1.20) Use with galvanized reinforcement. Place below Reinforcing Steel Totals table on bill of reinforcing steel sheet in plans.'''
	:Products used to repair damaged zinc coating shall not contain aluminum.		:Products used to repair damaged zinc coating shall not contain aluminum.


	~~'''EPOXY COATED REINFORCING STEEL'''~~

	'''Note to Detailer:'''<br/>For epoxy coated reinforcement requirements, see [[751.5 Structural Detailing Guidelines#751.5.9.2.2 Epoxy Coated Reinforcement Requirements\|EPG 751.5.9.2.2 Epoxy Coated Reinforcement Requirements]].

	=== C2. Prestressed Girders, Beams & Panels ===		=== C2. Prestressed Girders, Beams & Panels ===

	'''C2a. Notes for Girders, Beams and Panels '''		'''C2a. Notes for Girders, Beams and Panels'''

	Place the C2a notes below or near the table "'''Bill of Reinforcing Steel - Each <u>Girder</u> <u>Beam</u>'''" or under the heading "'''Reinforcing Steel'''" when appropriate.		Place the C2a notes below or near the table "'''Bill of Reinforcing Steel - Each <u>Girder</u> <u>Beam</u>'''" or under the heading "'''Reinforcing Steel'''" when appropriate.

	'''(C2a.1) Use ~~underline~~ portion when bending diagrams are detailed as such.'''		'''(C2a.1) Use underlined portion when bending diagrams are detailed as such.'''
	:All dimensions are out to out. <u>Use symmetry for dimensions not shown.</u>		:All dimensions are out to out. <u>Use symmetry for dimensions not shown.</u>

	'''(C2a.2) '''		'''(C2a.2) '''
	:Hooks and bends shall be in accordance with the CRSI Manual of Standard Practice for Detailing Reinforced Concrete Structures, Stirrup and Tie Dimensions.		:Hooks and bends shall be in accordance with the CRSI Manual of Standard Practice for Detailing Reinforced Concrete Structures, Stirrup and Tie Dimensions.

	~~'''(C2a.3) Add <u>bar</u> for NU-girders. Note is no longer used for P/C P/S panels. '''~~
	~~:Actual <u>bar</u> lengths are measured along centerline of bar to the nearest inch.~~

	'''C2b. Additional Notes for Prestressed Girders and Beams '''		'''C2b. Additional Notes for Prestressed Girders and Beams '''
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	Place the C2b notes below the C2a notes.		Place the C2b notes below the C2a notes.

	'''(C2b.1) Use for all girders and beams except double-tee girders. ~~Underline~~ part only required for WWR reinforced NU-girders, box beams and voided slab beams. '''		'''(C2b.1) Use for all girders and beams except double-tee girders. Underlined part only required for WWR reinforced NU-girders, box beams and voided slab beams. '''
	:Minimum clearance to reinforcing shall be 1" <u>unless otherwise shown</u>.		:Minimum clearance to reinforcing shall be 1" <u>unless otherwise shown</u>.

	'''(C2b.2) Use only for double-tee girders. Add <u>and U2 bar</u> for skewed structures only. '''		'''(C2b.2) Use only for double-tee girders. Add <u>and U2 bar</u> for skewed structures only. '''
	:Minimum clearance to reinforcing shall be 1", except for 4 x 4 - W4 x W4 <u>and U2 bar</u>.		:Minimum clearance to reinforcing shall be 1", except for 4 x 4 - W4 x W4 <u>and U2 bar</u>.

			'''(C2b.3)'''
			:Actual bar lengths are measured along centerline of bar to the nearest inch.

	'''(C2b.10) Add <u>bar</u> for NU-girders and Double T. '''		'''(C2b.10) Add <u>bar</u> for NU-girders and Double T. '''
	:All <u>bar</u> reinforcement shall be Grade 60.		:All <u>bar</u> reinforcement shall be ASTM A615 or A706 Grade 60.

	'''(C2b.20) Use only for I-girders, bulb-tee girders and alternate bar reinforced NU-girders. '''		'''(C2b.20) Use only for I-girders, bulb-tee girders and alternate bar reinforced NU-girders. '''

Hoskir: /* A1. Design Specifications, Loadings & Unit Stresses and Standard Plans */ updated per RR7125

2025-11-19T18:57:09Z

A1. Design Specifications, Loadings & Unit Stresses and Standard Plans: updated per RR7125

← Older revision		Revision as of 13:57, 19 November 2025
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	(1) Slabs, diaphragms or beams poured integrally with the slab.		(1) Slabs, diaphragms or beams poured integrally with the slab.

	(2) Use for ~~LRFD~~ bridges in seismic design category B, C and D.		(2) Use for new bridges in seismic design category B, C and D. ASTM A615 bars should be used for rehabilitation work regardless of location.

	Note: Any new construction using structural steels A514 or A517 requires permission of the State Bridge Engineer. Any construction involving these structural steels requires notification to the State Bridge Engineer.		Note: Any new construction using structural steels A514 or A517 requires permission of the State Bridge Engineer. Any construction involving these structural steels requires notification to the State Bridge Engineer.

Hoskir: /* H1. Steel */ updated not

2025-07-18T18:04:54Z

H1. Steel: updated not

← Older revision		Revision as of 13:04, 18 July 2025
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	'''(H1.8.1) ASTM F3148 Grade 144 bolts may be specified by design or directly substituted for a design with A325 bolts. Consult SPM or SLE before using F3148 bolts.'''		'''(H1.8.1) ASTM F3148 Grade 144 bolts may be specified by design or directly substituted for a design with A325 bolts. Consult SPM or SLE before using F3148 bolts.'''
	:Bolts shall be 7/8-inch diameter ASTM <u>F3125 Grade A325</u> <u>F3148 Grade ~~A144~~</u> <u>Type 1</u> <u>Type 3</u> in 15/16-inch diameter holes.		:Bolts shall be 7/8-inch diameter ASTM <u>F3125 Grade A325</u> <u>F3148 Grade 144</u> <u>Type 1</u> <u>Type 3</u> in 15/16-inch diameter holes.