Category:614 Drainage Fittings (Grate Inlets) - Revision history

Smithk: updated links

2020-09-15T15:05:11Z

updated links

← Older revision		Revision as of 10:05, 15 September 2020
Line 6:		Line 6:
	Standard curved vane grate inlets are 2 ft. long (measured in the direction of flow), and either 2 or 4 ft. wide (measured perpendicular to the direction of flow). Only 2 ft. wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.		Standard curved vane grate inlets are 2 ft. long (measured in the direction of flow), and either 2 or 4 ft. wide (measured perpendicular to the direction of flow). Only 2 ft. wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.

	Grate inlets fit in [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~73110.pdf~~ Type S-1, S-2 or S-3 precast drop inlets]. ~~[http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf~~ Precast drop inlet covers, Types A, B, C, D and E], are shown in ~~the standard plans~~.		Grate inlets fit in [https://www.modot.org/media/16974 Type S-1, S-2 or S-3 precast drop inlets]. Precast drop inlet covers, Types A, B, C, D and E, are also shown in [https://www.modot.org/media/16974 Standard Plan 731.10].

	Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|EPG 640.1 Pavement Drainage]].		Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|EPG 640.1 Pavement Drainage]].

Smithk at 15:02, 28 September 2018

2018-09-28T15:02:21Z

← Older revision		Revision as of 10:02, 28 September 2018
Line 2:		Line 2:

	[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]		[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]
	Two types of inlet grates are shown in the standard plans. The [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~61411.pdf~~ curved vane grate (Standard Plan 614.11)] is used in roadway and shoulder applications and is considered [[:Category:641 Bicycle Facilities\|bicycle]] safe. The [~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~61410.pdf~~ parallel bar grate (Standard Plan 614.10)] may be used only in areas outside the roadway and shoulders, such as in grassy medians or other unpaved areas.		Two types of inlet grates are shown in the standard plans. The [https://www.modot.org/media/16890 curved vane grate (Standard Plan 614.11)] is used in roadway and shoulder applications and is considered [[:Category:641 Bicycle Facilities\|bicycle]] safe. The [https://www.modot.org/media/16889 parallel bar grate (Standard Plan 614.10)] may be used only in areas outside the roadway and shoulders, such as in grassy medians or other unpaved areas.

	Standard curved vane grate inlets are 2 ft. long (measured in the direction of flow), and either 2 or 4 ft. wide (measured perpendicular to the direction of flow). Only 2 ft. wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.		Standard curved vane grate inlets are 2 ft. long (measured in the direction of flow), and either 2 or 4 ft. wide (measured perpendicular to the direction of flow). Only 2 ft. wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.

Smithk: updated link

2016-06-09T15:03:18Z

updated link

← Older revision		Revision as of 10:03, 9 June 2016
Line 10:		Line 10:
	Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|EPG 640.1 Pavement Drainage]].		Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|EPG 640.1 Pavement Drainage]].

	==614.1 Construction Inspection Guidelines for [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec0614~~.pdf Sec 614]==		==614.1 Construction Inspection Guidelines for [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 614]==
	'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.		'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.

Smithk: minor clarification

2010-11-17T15:40:01Z

minor clarification

← Older revision		Revision as of 10:40, 17 November 2010
Line 8:		Line 8:
	Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.		Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.

	Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|640.1 Pavement Drainage]].		Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|EPG 640.1 Pavement Drainage]].

	==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==		==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==
	'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.		'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.

Smithk: minor clarification

2010-04-02T19:59:33Z

minor clarification

← Older revision		Revision as of 14:59, 2 April 2010
Line 1:		Line 1:
	There are many aspects to be considered when inspecting construction quality and this article provides [[614.2 Material Inspection for Sec 614\|material inspection guidelines]]. For Laboratory testing and sample reporting procedures, refer to [[614.3 Laboratory Testing Guidelines for Sec 614\|614.3 Laboratory Testing Guidelines for Sec 614]]. [[614.4 Maintenance Planning Guidelines for Drop Inlets and Storm Sewers\|Maintenance planning guidelines for drop inlets, storm sewers]] and [[614.5 Maintenance of Floodgates\|floodgates]] are also available.		There are many aspects to be considered when inspecting construction quality and this article provides [[614.2 Material Inspection for Sec 614\|material inspection guidelines]]. For Laboratory testing and sample reporting procedures, refer to [[614.3 Laboratory Testing Guidelines for Sec 614\|EPG 614.3 Laboratory Testing Guidelines for Sec 614]]. [[614.4 Maintenance Planning Guidelines for Drop Inlets and Storm Sewers\|Maintenance planning guidelines for drop inlets, storm sewers]] and [[614.5 Maintenance of Floodgates\|floodgates]] are also available.

	[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]		[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]

EPG-Admin: Corrected link.

2009-12-16T20:28:59Z

Corrected link.

← Older revision		Revision as of 15:28, 16 December 2009
Line 8:		Line 8:
	Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.		Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.

	Hydraulic aspects of grate inlets are presented in [[640.1 Pavement ~~and Bridge Deck~~ Drainage \|640.1 Pavement ~~and Bridge Deck~~ Drainage]].		Hydraulic aspects of grate inlets are presented in [[640.1 Pavement Drainage\|640.1 Pavement Drainage]].

	==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==		==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==
	'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.		'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.

Smithk: article construction, and moved 614.2 to 614.5 Maintenance of Floodgates

2008-01-03T18:34:17Z

article construction, and moved 614.2 to 614.5 Maintenance of Floodgates

← Older revision		Revision as of 13:34, 3 January 2008
Line 1:		Line 1:
	There are many aspects to be considered when inspecting construction quality and this article provides [[614.2 Material Inspection for Sec 614\|material inspection guidelines]]. For Laboratory testing and sample reporting procedures, refer to [[614.3 Laboratory Testing Guidelines for Sec 614\|614.3 Laboratory Testing Guidelines for Sec 614]].		There are many aspects to be considered when inspecting construction quality and this article provides [[614.2 Material Inspection for Sec 614\|material inspection guidelines]]. For Laboratory testing and sample reporting procedures, refer to [[614.3 Laboratory Testing Guidelines for Sec 614\|614.3 Laboratory Testing Guidelines for Sec 614]]. [[614.4 Maintenance Planning Guidelines for Drop Inlets and Storm Sewers\|Maintenance planning guidelines for drop inlets, storm sewers]] and [[614.5 Maintenance of Floodgates\|floodgates]] are also available.

	[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]		[[image:614.curved vane.jpg\|right\|300px\|thumb\|<center>'''Curved Vane Grate'''</center>]]
Line 12:		Line 12:
	==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==		==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==
	'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.		'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.

	~~==614.2 Maintenance of Floodgates==~~
	Flood gates installed by MoDOT shall be maintained by MoDOT regardless of the reason for the installation. Flood gates installed by others shall be maintained by the installer unless the department has agreed to maintain the flood gate through written agreement. The standard contract form [http://wwwi/intranet/cc/contracts/MT/MT16%20%20Flood%20Gate%20Agreement.doc MT-16 MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION CULVERT FLOOD GATE AGREEMENT] shall be used when establishing maintenance responsibilities for a flood gate.

EPG-Admin at 16:26, 7 November 2007

2007-11-07T16:26:54Z

← Older revision		Revision as of 11:26, 7 November 2007
Line 12:		Line 12:
	==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==		==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==
	'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.		'''[[646.1 Manholes\|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.

			==614.2 Maintenance of Floodgates==
			Flood gates installed by MoDOT shall be maintained by MoDOT regardless of the reason for the installation. Flood gates installed by others shall be maintained by the installer unless the department has agreed to maintain the flood gate through written agreement. The standard contract form [http://wwwi/intranet/cc/contracts/MT/MT16%20%20Flood%20Gate%20Agreement.doc MT-16 MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION CULVERT FLOOD GATE AGREEMENT] shall be used when establishing maintenance responsibilities for a flood gate.

Smithk: metric removal

2007-09-18T18:03:21Z

metric removal

← Older revision		Revision as of 13:03, 18 September 2007
Line 4:		Line 4:
	Two types of inlet grates are shown in the standard plans. The [http://www.modot.mo.gov/business/standards_and_specs/documents/61411.pdf curved vane grate (Standard Plan 614.11)] is used in roadway and shoulder applications and is considered [[:Category:641 Bicycle Facilities\|bicycle]] safe. The [http://www.modot.mo.gov/business/standards_and_specs/documents/61410.pdf parallel bar grate (Standard Plan 614.10)] may be used only in areas outside the roadway and shoulders, such as in grassy medians or other unpaved areas.		Two types of inlet grates are shown in the standard plans. The [http://www.modot.mo.gov/business/standards_and_specs/documents/61411.pdf curved vane grate (Standard Plan 614.11)] is used in roadway and shoulder applications and is considered [[:Category:641 Bicycle Facilities\|bicycle]] safe. The [http://www.modot.mo.gov/business/standards_and_specs/documents/61410.pdf parallel bar grate (Standard Plan 614.10)] may be used only in areas outside the roadway and shoulders, such as in grassy medians or other unpaved areas.

	Standard curved vane grate inlets are 2 ft. ~~(610 mm)~~ long (measured in the direction of flow), and either 2 or 4 ft. ~~(610 or 1219 mm)~~ wide (measured perpendicular to the direction of flow). Only 2 ft. ~~(610 mm)~~ wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.		Standard curved vane grate inlets are 2 ft. long (measured in the direction of flow), and either 2 or 4 ft. wide (measured perpendicular to the direction of flow). Only 2 ft. wide inlets may be used in curb and gutter sections; whereas 2 or 4 ft. widths may be used with integral curb (triangular) sections. Details of the inlet grates and gutter cross-sections may be found in the standard plans.

	Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.		Grate inlets fit in [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Type S-1, S-2 or S-3 precast drop inlets]. [http://www.modot.mo.gov/business/standards_and_specs/documents/73110.pdf Precast drop inlet covers, Types A, B, C, D and E], are shown in the standard plans.

Smithk: article construction

2007-09-11T14:32:59Z

article construction

@@ Line 1: / Line 1: @@
 [[image:614.curved vane.jpg|right|300px|thumb|<center>'''Curved Vane Grate'''</center>]]
 Two types of inlet grates are shown in the standard plans.  The [http://www.modot.mo.gov/business/standards_and_specs/documents/61411.pdf curved vane grate (Standard Plan 614.11)] is used in roadway and shoulder applications and is considered [[:Category:641 Bicycle Facilities|bicycle]] safe.  The [http://www.modot.mo.gov/business/standards_and_specs/documents/61410.pdf parallel bar grate (Standard Plan 614.10)] may be used only in areas outside the roadway and shoulders, such as in grassy medians or other unpaved areas.
@@ Line 10: / Line 12: @@
 ==614.1 Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0614.pdf Sec 614]==
 '''[[646.1 Manholes|Manhole]] Frame And Cover And Curb Inlet (for Sec 614.30).''' The Standard Plans are clear.