751.32 Concrete Pile Cap Intermediate Bents - Revision history

Hoskir: /* 751.32.4.2 Encased Pile Cap Bent */ updated per RR3961

2024-11-27T21:47:19Z

751.32.4.2 Encased Pile Cap Bent: updated per RR3961

← Older revision		Revision as of 16:47, 27 November 2024
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	Supplemental details for encased pile cap bents are provided.		Supplemental details for encased pile cap bents are provided.

	[[image:751.32.4.~~2 part elev 2020~~.~~jpg~~\|center\|~~700px~~]]		{\| style="text-align: center; margin: auto; width: 610"
			\| [[image:751.32.4.2_part_elevation.png\|center\|]]
			\|-
			\| '''Part Elevation'''
			\|}


	[[image:751.32.4.~~2 part section 2020~~.~~jpg~~\|center\|~~500px~~]]		{\| style="text-align: center; margin: auto; width: 550px"
	~~{\|border="0" cellpadding="3" align="center" cellspacing="0"~~		\| colspan=2 \| [[image:751.32.4.2_part_section.png\|center\|]]
	\|-		\|-
	\|~~valign~~=~~"top"~~\|Note:\|\|width="500pt" align="left" valign="top"\|When dimension “A” is greater than 18” add intermediate longitudal bar(s) between piles. Ends of bar(s) shall be hooked. Keep 3” minimum clearance between the pile and intermediate bar(s) and do not show on the plans.		\| colspan=2 \| '''Part Section'''
	\|}

	~~{\|border="0" cellpadding="5" align="center" style="text-align:center" cellspacing="0"~~
	\|-		\|-
	\|~~[[image:751.32.4.~~2 ~~part plan Dec 2011~~.~~jpg\|center\|650px]]~~		\| colspan=2 \| (1) Add intermediate longitudinal bar(s) when required for spacing.
	\|-		\|-
	\|align="~~center~~"\|~~'''Part Plan'''~~		\| style="text-align: left; vertical-align: top;" \| Note:
			\| style="text-align: left; vertical-align: top;" \| When dimension “A” is greater than 18” add intermediate longitudinal bar(s) between piles. Ends of bar(s) shall be hooked. Keep 3” minimum clearance between the pile and intermediate bar(s) and do not show on the plans.
	\|}		\|}

	{\|~~border~~="0" ~~cellpadding~~=~~"3" align="~~center~~" cellspacing~~=~~"0"~~
			{\| style="text-align: center; margin: auto; width: 700px"
			\| colspan=2 \| [[image:751.32.4.2 part plan Dec 2011.jpg\|center\|700px]]
			\|-
			\| colspan=2 \| '''Part Plan'''
	\|-		\|-
	\|~~valign~~="top"\|Note:\|~~\|width~~="~~500pt"~~ align="left~~" valign="~~top"\|Locate #4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" under bearings where required to maintain a 6" maximum spacing of combined stirrups. (#4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" are not required for Double-Tee Structures.)		\| style="text-align: left; vertical-align: top;" \| Note:
			\| style="text-align: left; vertical-align: top;" \| Locate #4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" under bearings where required to maintain a 6" maximum spacing of combined stirrups. (#4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" are not required for Double-Tee Structures.)
	\|-		\|-
	\|~~&nbsp~~;\|\|~~width~~="~~500pt~~"\|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]]. Details of [[751.13 Expansion Devices#751.13.1.4 Details of Substructure Protection\|protective coating and sloping top of beam to drain]] shall be used when below an expansion device.		\| style="text-align: left; vertical-align: top;" \|
			\| style="text-align: left; vertical-align: top;" \| 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]]. Details of [[751.13 Expansion Devices#751.13.1.4 Details of Substructure Protection\|protective coating and sloping top of beam to drain]] shall be used when below an expansion device.
	\|}		\|}


	[[Category:751 LRFD Bridge Design Guidelines]]		[[Category:751 LRFD Bridge Design Guidelines]]

Hoskir at 19:13, 19 July 2024

2024-07-19T19:13:06Z

← Older revision		Revision as of 14:13, 19 July 2024
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	\|-		\|-
	\|valign="top"\|[[Image:751.32 circled 1.gif]]		\|valign="top"\|[[Image:751.32 circled 1.gif]]
	\|width="500" align="left"\|Use 2'-6" minimum or as determined by the superstructure requirements or the [[751.~~9 LFD Seismic#751.9.2.3 Minimum Support Length~~\|minimum support length]] required for seismic criteria (expansion joint bents only) (3" increments) or the minimum beam width required to meet pile edge distance requirement.		\|width="500" align="left"\|Use 2'-6" minimum or as determined by the superstructure requirements or the [[751.9_Bridge_Seismic_Design\|minimum support length]] required for seismic criteria (expansion joint bents only) (3" increments) or the minimum beam width required to meet pile edge distance requirement.
	\|-		\|-
	\|valign="top"\|[[Image:751.32 circled 2.gif]]		\|valign="top"\|[[Image:751.32 circled 2.gif]]
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	\|-		\|-
	\|valign="top"\|[[Image:751.32 circled 1.gif]]		\|valign="top"\|[[Image:751.32 circled 1.gif]]
	\|width="500" align="left"\|Use 2'-6" minimum or as determined by the superstructure requirements or the [[751.~~9 LFD Seismic#751.9.2.3 Minimum Support Length~~\|minimum support length]] required for seismic criteria (expansion joint bents only) (3" increments) or the minimum beam width required to meet pile edge distance requirement.		\|width="500" align="left"\|Use 2'-6" minimum or as determined by the superstructure requirements or the [[751.9_Bridge_Seismic_Design\|minimum support length]] required for seismic criteria (expansion joint bents only) (3" increments) or the minimum beam width required to meet pile edge distance requirement.
	\|-		\|-
	\|valign="top"\|[[Image:751.32 circled 2.gif]]		\|valign="top"\|[[Image:751.32 circled 2.gif]]

Hoskir: /* 751.32.4.1 Typical Pile Cap Bent */ updated image

2024-03-22T14:08:04Z

751.32.4.1 Typical Pile Cap Bent: updated image

← Older revision		Revision as of 09:08, 22 March 2024
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	=== 751.32.4.1 Typical Pile Cap Bent ===		=== 751.32.4.1 Typical Pile Cap Bent ===

	[[image:751.32.4.1-01-2024.png\|center\|~~750px~~]]		[[image:751.32.4.1-01-2024.png\|center\|800px]]

	{\|border="0" cellpadding="3" align="center" cellspacing="0"		{\|border="0" cellpadding="3" align="center" cellspacing="0"

Hoskir: /* 751.32.4.1 Typical Pile Cap Bent */ changed size of image

2024-03-22T14:05:10Z

751.32.4.1 Typical Pile Cap Bent: changed size of image

← Older revision		Revision as of 09:05, 22 March 2024
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	=== 751.32.4.1 Typical Pile Cap Bent ===		=== 751.32.4.1 Typical Pile Cap Bent ===

	[[image:751.32.4.1-01-2024.png\|center\|~~600px~~]]		[[image:751.32.4.1-01-2024.png\|center\|750px]]

	{\|border="0" cellpadding="3" align="center" cellspacing="0"		{\|border="0" cellpadding="3" align="center" cellspacing="0"

Hoskir: /* 751.32.4.1 Typical Pile Cap Bent */ updated per RR3851

2024-03-21T17:08:52Z

751.32.4.1 Typical Pile Cap Bent: updated per RR3851

← Older revision		Revision as of 12:08, 21 March 2024
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	=== 751.32.4.1 Typical Pile Cap Bent ===		=== 751.32.4.1 Typical Pile Cap Bent ===

	[[image:751.32.4.1 ~~2020~~.~~jpg~~\|center\|600px]]		[[image:751.32.4.1-01-2024.png\|center\|600px]]

	{\|border="0" cellpadding="3" align="center" cellspacing="0"		{\|border="0" cellpadding="3" align="center" cellspacing="0"

Smithk: /* 751.32.3.3 Encased Pile Cap Bent */

2022-05-31T17:10:33Z

751.32.3.3 Encased Pile Cap Bent

← Older revision		Revision as of 12:10, 31 May 2022
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	\|width="500" align="left"\|Minimum of 3 piles at 10'-0" cts., maximum spacing (1" increments).		\|width="500" align="left"\|Minimum of 3 piles at 10'-0" cts., maximum spacing (1" increments).
	\|}		\|}

			===751.32.3.4 Closed Concrete Intermediate Diaphragms===

			See [[751.22 P/S Concrete I Girders#751.22.3.7.4 Bent Details\|EPG 751.22.3.7.4 Bent Details]] for intermediate bent details required for closed concrete intermediate diaphragms.

	== 751.32.4 Reinforcement ==		== 751.32.4 Reinforcement ==

Smithk: Updated website link for increased security

2021-10-25T15:28:19Z

Updated website link for increased security

← Older revision		Revision as of 10:28, 25 October 2021
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	=== 751.32.3.3 Encased Pile Cap Bent===		=== 751.32.3.3 Encased Pile Cap Bent===

	Consideration shall be given to [~~http~~://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.2.20_Substructure_Type EPG 751.1.2.20 Substructure Type] before using this type of structure.		Consideration shall be given to [https://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.2.20_Substructure_Type EPG 751.1.2.20 Substructure Type] before using this type of structure.

	{\|border="0" cellpadding="5" align="center" style="text-align:center" cellspacing="0"		{\|border="0" cellpadding="5" align="center" style="text-align:center" cellspacing="0"

Smithk: /* 751.32.4.2 Encased Pile Cap Bent */

2020-04-17T14:33:54Z

751.32.4.2 Encased Pile Cap Bent

← Older revision		Revision as of 09:33, 17 April 2020
Line 221:		Line 221:

	[[image:751.32.4.2 part elev 2020.jpg\|center\|700px]]		[[image:751.32.4.2 part elev 2020.jpg\|center\|700px]]


	[[image:751.32.4.2 part section 2020.jpg\|center\|500px]]		[[image:751.32.4.2 part section 2020.jpg\|center\|500px]]

Smithk: /* 751.32.4 Reinforcement */ Per BR, clarified additional flexure reinforcement requirements between piles for pile cap intermediate bents and integral end bents and skin reinforcement spacing requirements.

2020-04-17T14:32:06Z

751.32.4 Reinforcement: Per BR, clarified additional flexure reinforcement requirements between piles for pile cap intermediate bents and integral end bents and skin reinforcement spacing requirements.

← Older revision		Revision as of 09:32, 17 April 2020
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	=== 751.32.4.1 Typical Pile Cap Bent ===		=== 751.32.4.1 Typical Pile Cap Bent ===

	[[image:751.32.4.1 2020.jpg\|center\|~~550px~~]]		[[image:751.32.4.1 2020.jpg\|center\|600px]]

	{\|border="0" cellpadding="3" align="center" cellspacing="0"		{\|border="0" cellpadding="3" align="center" cellspacing="0"
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	Supplemental details for encased pile cap bents are provided.		Supplemental details for encased pile cap bents are provided.

	~~{\|border="0" cellpadding="5" align="center" style="text-align:center" cellspacing="0"~~		[[image:751.32.4.2 part elev 2020.jpg\|center\|700px]]
	\|-
	\|[[image:751.32.4.2 part elev.jpg\|center\|~~750px~~]]
	\|-
	~~\|align="center"\|'''Part Elevation'''~~
	\|}

	{\|border="0" cellpadding="5" align="~~center" style="text-align:~~center" cellspacing="0"		[[image:751.32.4.2 part section 2020.jpg\|center\|500px]]
	\|-		{\|border="0" cellpadding="3" align="center" cellspacing="0"
	~~\|[[image:751.32.4.2 part section.jpg\|center\|450px]]~~
	\|-		\|-
	\|align="~~center~~"\|~~'''Part Section'''~~		\|valign="top"\|Note:\|\|width="500pt" align="left" valign="top"\|When dimension “A” is greater than 18” add intermediate longitudal bar(s) between piles. Ends of bar(s) shall be hooked. Keep 3” minimum clearance between the pile and intermediate bar(s) and do not show on the plans.
	\|}		\|}

Smithk: /* 751.32.4.1 Typical Pile Cap Bent */Per BR, clarified additional flexure reinforcement requirements between piles for pile cap intermediate bents and integral end bents and skin reinforcement spacing requirements.

2020-04-17T14:11:56Z

751.32.4.1 Typical Pile Cap Bent: Per BR, clarified additional flexure reinforcement requirements between piles for pile cap intermediate bents and integral end bents and skin reinforcement spacing requirements.

← Older revision		Revision as of 09:11, 17 April 2020
Line 194:		Line 194:
	=== 751.32.4.1 Typical Pile Cap Bent ===		=== 751.32.4.1 Typical Pile Cap Bent ===

	~~{\|border="0" cellpadding="5" align="center" style="text-align:center" cellspacing="0"~~		[[image:751.32.4.1 2020.jpg\|center\|550px]]
	\|-
	~~\|[[Image:751.32 reinforcement-part elevation.gif]]~~
	~~\|[[Image:751.32 reinforcement-section thru beam.gif]]~~
	\|-
	~~!Part Elevation\|\|Section Thru Beam~~
	\|}

	[[image:751.32.4.1 ~~part~~.jpg\|center\|~~450px~~]]

	{\|border="0" cellpadding="3" align="center" cellspacing="0"		{\|border="0" cellpadding="3" align="center" cellspacing="0"
	\|-		\|-
	\|valign="top"\|Note:\|\|width="~~500pt~~" align="left" valign="top"\|Locate #4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" under bearings where required to maintain a 6" maximum spacing of combined stirrups. (#4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" are not required for Double-Tee Structures.)		\|valign="top"\|Note:\|\|width="550pt" align="left" valign="top"\|Locate #4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" under bearings where required to maintain a 6" maximum spacing of combined stirrups. (#4 bars "[[Image:751.32 reinforcement--4 bar under bearing.gif]]" are not required for Double-Tee Structures.)
			\|-
			\| \|\|width="550pt"\|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]]. Details of [[751.13 Expansion Devices#751.13.1.4 Details of Substructure Protection\|protective coating and sloping top of beam to drain]] shall be used when below an expansion device.
	\|-		\|-
	\| \|\|width="~~500pt~~"\|~~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]]. Details of [[751.13 Expansion Devices#751.13.1~~.~~4 Details of Substructure Protection\|protective coating and sloping top~~ of ~~beam to drain]]~~ shall be ~~used when below an expansion device~~.		\| \|\|width="550pt"\|When dimension “B” is required to be greater than 15” to clear piles by 1 ½”, typical when HP14 and CIP14 or larger diameter piles are used, add intermediate longitudinal bar(s) between piles. The spacing between intermediate bar(s) and full length bars shall not be greater than required by crack control provisions. Ends of intermediate bar(s) shall be hooked.
	\|}		\|}