620.2 Pavement and Curb Markings (MUTCD Chapter 3B) - Revision history

Hoskir: /* 620.2.7.1 Bridge Edgeline */ Updated per RR 3617

2023-01-12T14:59:42Z

620.2.7.1 Bridge Edgeline: Updated per RR 3617

← Older revision		Revision as of 09:59, 12 January 2023
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	<div id="Fig. 620.2.7.1.2"></div>		<div id="Fig. 620.2.7.1.2"></div>
	[[Image:620.2.7.1.2.jpg\|thumb\|center\|700px\|<center>'''Fig. 620.2.7.1.2, Bridge Edgeline Striping'''</center>]]		[[Image:620.2.7.1.2_2023.jpg\|thumb\|center\|700px\|<center>'''Fig. 620.2.7.1.2, Bridge Edgeline Striping'''</center>]]

	==620.2.8 Extensions Through Intersections or Interchanges (MUTCD Section 3B.08)==		==620.2.8 Extensions Through Intersections or Interchanges (MUTCD Section 3B.08)==

Legged1: update link

2022-08-24T16:05:35Z

update link

← Older revision		Revision as of 11:05, 24 August 2022
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	==620.2.11 Raised Pavement Markers (MUTCD Section 3B.11)==		==620.2.11 Raised Pavement Markers (MUTCD Section 3B.11)==

	'''Support.''' There are two types of raised pavement markers, temporary and snowplowable. Snowplowable raised pavement markers are considered to be a long life marking application. Temporary markers are an option for temporarily marking the pavement surface after a hot mix overlay or other surface treatment that obliterates the existing markings (see [https://www.modot.org/~~sites~~/~~default/files/documents/62010.pdf~~ Standard Plan 620.10]). Temporary markers, with covers, are to be used if the surface treatment operation includes the use of emulsion, such as chip seals, sand seals and scrub seals. The markers are placed prior to the emulsion spray to ensure a good bond to the existing pavement and the covers are removed after the surface sealing operation.		'''Support.''' There are two types of raised pavement markers, temporary and snowplowable. Snowplowable raised pavement markers are considered to be a long life marking application. Temporary markers are an option for temporarily marking the pavement surface after a hot mix overlay or other surface treatment that obliterates the existing markings (see [https://www.modot.org/media/16897 Standard Plan 620.10]). Temporary markers, with covers, are to be used if the surface treatment operation includes the use of emulsion, such as chip seals, sand seals and scrub seals. The markers are placed prior to the emulsion spray to ensure a good bond to the existing pavement and the covers are removed after the surface sealing operation.

	MoDOT is responsible for the maintenance of snowplowable raised pavement markers. This maintenance involves the replacement of the reflective lenses that are inlaid into the castings and checking that the castings are firmly in the pavement.		MoDOT is responsible for the maintenance of snowplowable raised pavement markers. This maintenance involves the replacement of the reflective lenses that are inlaid into the castings and checking that the castings are firmly in the pavement.

Legged1: Changed pedestrian crosswalk marking common name "Zebra" to "Continental".

2022-07-21T18:35:10Z

Changed pedestrian crosswalk marking common name "Zebra" to "Continental".

← Older revision		Revision as of 13:35, 21 July 2022
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	'''Guidance.''' Because non-intersection pedestrian crossings are generally unexpected by the road user, warning signs (see [[903.6 Warning Signs#903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P) (MUTCD Section 2C.50)\|Non-vehicular Sign (W11-2, W11-7)]]) should be installed and adequate visibility should be provided by parking prohibitions.		'''Guidance.''' Because non-intersection pedestrian crossings are generally unexpected by the road user, warning signs (see [[903.6 Warning Signs#903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P) (MUTCD Section 2C.50)\|Non-vehicular Sign (W11-2, W11-7)]]) should be installed and adequate visibility should be provided by parking prohibitions.

	If used, the ~~“Zebra”~~ pedestrian crosswalk marking should consist of longitudinal lines 30 in. wide and spaced equally, centering one block in each lane, one block across each lane line or centerline, and placing one half block against each edgeline.		If used, the “Continental” pedestrian crosswalk marking should consist of longitudinal lines 30 in. wide and spaced equally, centering one block in each lane, one block across each lane line or centerline, and placing one half block against each edgeline.

	When longitudinal lines are used to mark a crosswalk, the transverse crosswalk lines should be omitted. The marking design should avoid the wheel paths.		When longitudinal lines are used to mark a crosswalk, the transverse crosswalk lines should be omitted. The marking design should avoid the wheel paths.
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	'''Option.''' Where permanent traffic control devices are not provided, speeds are greater than 35 mph or the crosswalk is located in rural locations where they are unexpected, the width of the crosswalk line may be increased up to 24 inches.		'''Option.''' Where permanent traffic control devices are not provided, speeds are greater than 35 mph or the crosswalk is located in rural locations where they are unexpected, the width of the crosswalk line may be increased up to 24 inches.

	Crosswalks may be located mid-block if this placement offers greater safety to the pedestrian than the normal placement at an intersection. In these cases, the ~~“Zebra”~~ pedestrian crosswalk marking may be used for greater emphasis and visibility. This type of marking may also be used at locations where substantial numbers of pedestrians cross without any other traffic control device, at locations where physical conditions are such that added visibility of the crosswalk is desired, or at places where a pedestrian crosswalk might not be expected.		Crosswalks may be located mid-block if this placement offers greater safety to the pedestrian than the normal placement at an intersection. In these cases, the “Continental” pedestrian crosswalk marking may be used for greater emphasis and visibility. This type of marking may also be used at locations where substantial numbers of pedestrians cross without any other traffic control device, at locations where physical conditions are such that added visibility of the crosswalk is desired, or at places where a pedestrian crosswalk might not be expected.

	'''Standard.''' All school crosswalks authorized by an agreement between the Commission and the school and/or city shall be marked. Crosswalks for schools shall be maintained in a manner that will provide a clearly visible marking at all times.		'''Standard.''' All school crosswalks authorized by an agreement between the Commission and the school and/or city shall be marked. Crosswalks for schools shall be maintained in a manner that will provide a clearly visible marking at all times.
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	All school crosswalks shall be marked using both the advance school crosswalk and the school crosswalk sign, refer to [[903.18 Signing for School Areas#903.18.8 School Sign (S1-1) and Plaques (S4-3p, W16-9P and W16-7P) (MUTCD Section 7B.08)\|EPG 903.18.8 School Sign (S1-1) and Plaques]].		All school crosswalks shall be marked using both the advance school crosswalk and the school crosswalk sign, refer to [[903.18 Signing for School Areas#903.18.8 School Sign (S1-1) and Plaques (S4-3p, W16-9P and W16-7P) (MUTCD Section 7B.08)\|EPG 903.18.8 School Sign (S1-1) and Plaques]].

	'''Option.''' When school crosswalks are located mid-block, the ~~“Zebra”~~ pedestrian crosswalk marking may be used for greater emphasis and visibility.		'''Option.''' When school crosswalks are located mid-block, the “Continental” pedestrian crosswalk marking may be used for greater emphasis and visibility.

	'''Guidance.''' Crosswalk markings should be located so that the curb ramps are within the extension of the crosswalk markings.		'''Guidance.''' Crosswalk markings should be located so that the curb ramps are within the extension of the crosswalk markings.

Smithk: Updated website links for increased security

2021-10-26T16:07:46Z

Updated website links for increased security

Smithk: Inclusive language

2021-08-06T12:52:08Z

Inclusive language

← Older revision		Revision as of 07:52, 6 August 2021
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	'''Support.''' An aircraft speed measurement marking is a transverse marking placed on the roadway to assist the enforcement of speed regulations.		'''Support.''' An aircraft speed measurement marking is a transverse marking placed on the roadway to assist the enforcement of speed regulations.

	'''Standard.''' Aircraft speed check markings shall only be installed after the District Engineer or ~~his/her~~ representative receives a request from the Missouri State Highway Patrol. A member of the Highway Patrol shall be present when these stations are placed to verify their location and spacing for legal purposes.		'''Standard.''' Aircraft speed check markings shall only be installed after the District Engineer or the District Engineer's representative receives a request from the Missouri State Highway Patrol. A member of the Highway Patrol shall be present when these stations are placed to verify their location and spacing for legal purposes.

	Speed measurement markings, if used, shall be white, and shall be 24 in. x 24 in. and the distance between the block shall be 660 ft., measured from the leading edge of the first block to the leading edge of the second block. This distance shall be measured on the actual pavement surface and is the same for all posted speeds (See Fig. 620.2.21, Pavement Marking for Aircraft Speed Check Stations).		Speed measurement markings, if used, shall be white, and shall be 24 in. x 24 in. and the distance between the block shall be 660 ft., measured from the leading edge of the first block to the leading edge of the second block. This distance shall be measured on the actual pavement surface and is the same for all posted speeds (See Fig. 620.2.21, Pavement Marking for Aircraft Speed Check Stations).

Smithk at 15:29, 2 June 2021

2021-06-02T15:29:08Z

← Older revision		Revision as of 10:29, 2 June 2021
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	'''Option.''' The transition point between a 2 line and 3 line system may be a controlled intersection, railroad crossing, or the leading edge of a bridge deck.		'''Option.''' The transition point between a 2 line and 3 line system may be a controlled intersection, railroad crossing, or the leading edge of a bridge deck.
	[[image:620.2.1.jpg\|right\|350px\|thumb\|<center>'''A striping vehicle from the 1930s. The extended front functioned like a long scope, helping the driver stay true so he could ~~place paint~~ accurately. '''</center>]]		[[image:620.2.1.jpg\|right\|350px\|thumb\|<center>'''A striping vehicle from the 1930s. The extended front functioned like a long scope, helping the driver stay true so the paint could be placed accurately. '''</center>]]

	'''Guidance.''' After the centerline is obliterated from the entire route, or a significant portion of the route, it should be replaced using the 2 line systems.		'''Guidance.''' After the centerline is obliterated from the entire route, or a significant portion of the route, it should be replaced using the 2 line systems.
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	'''Standard.''' Aircraft speed check markings shall only be installed after the District Engineer or his/her representative receives a request from the Missouri State Highway Patrol. A member of the Highway Patrol shall be present when these stations are placed to verify their location and spacing for legal purposes.		'''Standard.''' Aircraft speed check markings shall only be installed after the District Engineer or his/her representative receives a request from the Missouri State Highway Patrol. A member of the Highway Patrol shall be present when these stations are placed to verify their location and spacing for legal purposes.

	Speed measurement markings, if used, shall be white, and shall be 24 in. x 24 in. and he distance between the block shall be 660 ft., measured from the leading edge of the first block to the leading edge of the second block. This distance shall be measured on the actual pavement surface and is the same for all posted speeds (See Fig. 620.2.21, Pavement Marking for Aircraft Speed Check Stations).		Speed measurement markings, if used, shall be white, and shall be 24 in. x 24 in. and the distance between the block shall be 660 ft., measured from the leading edge of the first block to the leading edge of the second block. This distance shall be measured on the actual pavement surface and is the same for all posted speeds (See Fig. 620.2.21, Pavement Marking for Aircraft Speed Check Stations).

	The markings shall be reflective, and are to be placed on the center of each driving lane.		The markings shall be reflective, and are to be placed on the center of each driving lane.

Smithk: updated links

2020-11-18T16:29:05Z

updated links

← Older revision		Revision as of 11:29, 18 November 2020
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	'''Standard.''' All school crosswalks authorized by an agreement between the Commission and the school and/or city shall be marked. Crosswalks for schools shall be maintained in a manner that will provide a clearly visible marking at all times.		'''Standard.''' All school crosswalks authorized by an agreement between the Commission and the school and/or city shall be marked. Crosswalks for schools shall be maintained in a manner that will provide a clearly visible marking at all times.

	All school crosswalks shall be marked using both the advance school crosswalk and the school crosswalk sign, refer to [[903.19 Signing for School Areas#903.19.8 School Sign (S1-1) and Plaques (S4-3p, W16-9P and W16-7P) (MUTCD Section 7B.08)\|EPG 903.19.8 School Sign (S1-1) and Plaques]].		All school crosswalks shall be marked using both the advance school crosswalk and the school crosswalk sign, refer to [[903.18 Signing for School Areas#903.18.8 School Sign (S1-1) and Plaques (S4-3p, W16-9P and W16-7P) (MUTCD Section 7B.08)\|EPG 903.18.8 School Sign (S1-1) and Plaques]].

	'''Option.''' When school crosswalks are located mid-block, the “Zebra” pedestrian crosswalk marking may be used for greater emphasis and visibility.		'''Option.''' When school crosswalks are located mid-block, the “Zebra” pedestrian crosswalk marking may be used for greater emphasis and visibility.

Smithk: updated link

2020-11-13T19:33:01Z

updated link

← Older revision		Revision as of 14:33, 13 November 2020
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	'''Standard.''' In no case shall a no passing zone be less than 500 ft. long. If the calculated no passing zone is less than 500 ft., an additional length of marking shall be added to the leading end of the zone to lengthen it to the full 500 feet.		'''Standard.''' In no case shall a no passing zone be less than 500 ft. long. If the calculated no passing zone is less than 500 ft., an additional length of marking shall be added to the leading end of the zone to lengthen it to the full 500 feet.

	On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other, a no-passing buffer zone shall be provided in the center lane as shown in [[903.17 Typical Signing Applications#Figure 903.17.24 Typical Signing for Passing Lanes\|Figure 903.17.24 Typical Signing for Passing Lanes]]. A lane transition shall be provided at each end of the buffer zone.		On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other, a no-passing buffer zone shall be provided in the center lane as shown in [[903.16 Typical Signing Applications#Figure 903.16.24 Typical Signing for Passing Lanes\|Figure 903.16.24 Typical Signing for Passing Lanes]]. A lane transition shall be provided at each end of the buffer zone.

	The buffer zone shall be a flush median island formed by two sets of double yellow centerline markings that are at least 50 ft. long.		The buffer zone shall be a flush median island formed by two sets of double yellow centerline markings that are at least 50 ft. long.

Smithk: /* 620.2.20 Pavement Word, Symbol and Arrow Markings (MUTCD Section 3B.20) */

2020-09-03T13:29:31Z

620.2.20 Pavement Word, Symbol and Arrow Markings (MUTCD Section 3B.20)

← Older revision		Revision as of 08:29, 3 September 2020
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	Lane-use, lane-reduction, and wrong-way arrow markings shall be designed as shown in [[#Fig. 620.2.20.2\|Fig. 620.2.20.2, Examples of Standard Arrows for Pavement Markings]] and in ''Standard Highway Signs and Markings'' (see MUTCD Section 1A.11).		Lane-use, lane-reduction, and wrong-way arrow markings shall be designed as shown in [[#Fig. 620.2.20.2\|Fig. 620.2.20.2, Examples of Standard Arrows for Pavement Markings]] and in ''Standard Highway Signs and Markings'' (see MUTCD Section 1A.11).

	'''Option.''' The ONLY word marking may be used to supplement the lane-use arrow markings in lanes that are designated for the exclusive use of a single movement (see [[#Fig. 620.2.20.11\|Fig. 620.2.20.11, Examples of Lane-Use Control Word and Arrow Pavement Markings]] or to supplement a preferential lane word or symbol marking (see MUTCD Section 3D.01).		'''Option.''' The ONLY word marking may be used to supplement the lane-use arrow markings in lanes that are designated for the exclusive use of a single movement (see [[#Fig. 620.2.20.5\|Fig. 620.2.20.5, Examples of Lane-Use Control Word and Arrow Pavement Markings]] or to supplement a preferential lane word or symbol marking (see MUTCD Section 3D.01).

	'''Standard.''' The ONLY word marking shall not be used in a lane that is shared by more than one movement.		'''Standard.''' The ONLY word marking shall not be used in a lane that is shared by more than one movement.

	'''Guidance.''' Where a lane-reduction transition occurs on a roadway with a speed limit of 45 mph or more, the lane-reduction arrow markings shown in [[#Fig. 620.2.20.2\|"F" in Fig. 620.2.20.2, Examples of Standard Arrows for Pavement Markings]] should be used (see [[#Fig. 620.2.9.1\|Fig. 620.2.9.1, Examples of Applications for Lane-Reduction Transition Marking]]). Except for acceleration lanes, where a lane-reduction transition occurs on a roadway with a speed limit of less than 45 mph, the lane-reduction arrow markings shown in "F" in Figure 620.2.20.7 should be used if determined to be appropriate based on engineering judgment. Examples of locations where they may be effective are at the terminus of hill climbing lanes, lane drops immediately after intersections, or other areas where the geometrics create a lane drop situation that is not obvious to the driver.		'''Guidance.''' Where a lane-reduction transition occurs on a roadway with a speed limit of 45 mph or more, the lane-reduction arrow markings shown in [[#Fig. 620.2.20.2\|"F" in Fig. 620.2.20.2, Examples of Standard Arrows for Pavement Markings]] should be used (see [[#Fig. 620.2.9.1\|Fig. 620.2.9.1, Examples of Applications for Lane-Reduction Transition Marking]]). Except for acceleration lanes, where a lane-reduction transition occurs on a roadway with a speed limit of less than 45 mph, the lane-reduction arrow markings shown in "F" in Figure 620.2.20.2 should be used if determined to be appropriate based on engineering judgment. Examples of locations where they may be effective are at the terminus of hill climbing lanes, lane drops immediately after intersections, or other areas where the geometrics create a lane drop situation that is not obvious to the driver.

	'''Option.''' Lane-reduction arrow markings may be used in long acceleration lanes based on engineering judgment.		'''Option.''' Lane-reduction arrow markings may be used in long acceleration lanes based on engineering judgment.

Smithk: /* 620.2.20 Pavement Word, Symbol and Arrow Markings (MUTCD Section 3B.20) */

2020-09-03T13:23:05Z

620.2.20 Pavement Word, Symbol and Arrow Markings (MUTCD Section 3B.20)

← Older revision		Revision as of 08:23, 3 September 2020
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	<div id="Fig. 620.2.20.2"></div>		<div id="Fig. 620.2.20.2"></div>
	[[Image:620.2.20.7 3B24.jpg\|thumb\|center\|780px\|<center>'''Fig. 620.2.20.7, Examples of Standard Arrows for Pavement Markings (MUTCD 3B-24)'''</center>]]		[[Image:620.2.20.7 3B24.jpg\|thumb\|center\|780px\|<center>'''Fig. 620.2.20.2, Examples of Standard Arrows for Pavement Markings (MUTCD 3B-24)'''</center>]]

	'''Guidance.''' When conveying mandatory messages, these markings should only be used as supplementary devices to the standard signs.		'''Guidance.''' When conveying mandatory messages, these markings should only be used as supplementary devices to the standard signs.

← Older revision		Revision as of 11:07, 26 October 2021
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	'''Guidance.''' The pairs of arrows should be installed a maximum of 500 ft. apart, with the two arrows in the pair being 8 to 16 ft. apart (See [[#Fig. 620.2.2.2.4\|Fig. 620.2.2.2.4, Example of Two-Way, Left-Turn Marking Applications]]) on the route containing this type of lane.		'''Guidance.''' The pairs of arrows should be installed a maximum of 500 ft. apart, with the two arrows in the pair being 8 to 16 ft. apart (See [[#Fig. 620.2.2.2.4\|Fig. 620.2.2.2.4, Example of Two-Way, Left-Turn Marking Applications]]) on the route containing this type of lane.

	Signs should be used in conjunction with the two-way left turn markings (see [~~http~~://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.15_Two-Way_Left_Turn_Only.2FCenter_Lane_Only_Signs_.28R3-9a.2C_R3-9b.29.28MUTCD_Section_2B.24.29 TWO-WAY LEFT TURN ONLY/CENTER LANE ONLY Signs]).		Signs should be used in conjunction with the two-way left turn markings (see [https://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.15_Two-Way_Left_Turn_Only.2FCenter_Lane_Only_Signs_.28R3-9a.2C_R3-9b.29.28MUTCD_Section_2B.24.29 TWO-WAY LEFT TURN ONLY/CENTER LANE ONLY Signs]).

	'''Standard.''' If a continuous flush median island formed by pavement markings separating travel in opposite directions is used, two sets of double solid yellow lines shall be used to form the island as shown in [[#Fig. 620.2.2.0.2\|Fig. 620.2.2.0.2, Examples of Four-Lane Undivided, Two-Way Marking Applications]] and [[#Fig. 620.2.2.2.2\|Fig. 620.2.2.2.2, Examples of Three-Lane, Two-Way Marking for Changing Direction of the Center Lane]]. Other markings in the median island area shall also be yellow, except crosswalk markings which shall be white (see [[#620.2.18 Crosswalk Markings (MUTCD Section 3B.18)\|Crosswalk Markings]]).		'''Standard.''' If a continuous flush median island formed by pavement markings separating travel in opposite directions is used, two sets of double solid yellow lines shall be used to form the island as shown in [[#Fig. 620.2.2.0.2\|Fig. 620.2.2.0.2, Examples of Four-Lane Undivided, Two-Way Marking Applications]] and [[#Fig. 620.2.2.2.2\|Fig. 620.2.2.2.2, Examples of Three-Lane, Two-Way Marking for Changing Direction of the Center Lane]]. Other markings in the median island area shall also be yellow, except crosswalk markings which shall be white (see [[#620.2.18 Crosswalk Markings (MUTCD Section 3B.18)\|Crosswalk Markings]]).
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	Yield lines may also be used where engineering judgment indicates a need.		Yield lines may also be used where engineering judgment indicates a need.

	'''Guidance.''' If used, stop and yield lines should be placed a minimum of 4 ft. in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabouts as provided for in [~~http~~://epg.modot.org/index.php/620.3_Roundabout_Markings_(MUTCD_Chapter_3C)#620.3.4_Yield_Lines_for_Roundabouts_.28MUTCD_Section_3C.4.29 EPG 620.3.4 Yield Lines for Roundabouts] and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should not be placed more than 30 ft. nor less than 4 ft. from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection.		'''Guidance.''' If used, stop and yield lines should be placed a minimum of 4 ft. in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabouts as provided for in [https://epg.modot.org/index.php/620.3_Roundabout_Markings_(MUTCD_Chapter_3C)#620.3.4_Yield_Lines_for_Roundabouts_.28MUTCD_Section_3C.4.29 EPG 620.3.4 Yield Lines for Roundabouts] and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should not be placed more than 30 ft. nor less than 4 ft. from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection.

	When a stop line is used in conjunction with the STOP sign it should be placed adjacent to, or in line with, the STOP sign.		When a stop line is used in conjunction with the STOP sign it should be placed adjacent to, or in line with, the STOP sign.
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	If yield or stop lines are used at a crosswalk that crosses an uncontrolled multilane approach, the yield lines or stop lines should be placed 20 to 50 ft. in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield or stop line and the crosswalk (see Figure 620.2.17.1 Examples of Yield Lines at Unsignalized Midblock Crosswalks).		If yield or stop lines are used at a crosswalk that crosses an uncontrolled multilane approach, the yield lines or stop lines should be placed 20 to 50 ft. in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield or stop line and the crosswalk (see Figure 620.2.17.1 Examples of Yield Lines at Unsignalized Midblock Crosswalks).

	'''Standard.''' If yield (stop) lines are used at a crosswalk that crosses an uncontrolled multi-lane approach, [~~http~~://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.6_YIELD_HERE_TO_PEDESTRIANS_Signs_.28R1-5.2C_R1-5a.29_.28MUTCD_Section_2B.11.29 Yield Here To (Stop Here For) Pedestrians (R1-5 series)] signs (see [[#620.2.11 Raised Pavement Markers (MUTCD Section 3B.11)\|EPG 620.2.11 Raised Pavement Markers]]) shall be used.		'''Standard.''' If yield (stop) lines are used at a crosswalk that crosses an uncontrolled multi-lane approach, [https://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.6_YIELD_HERE_TO_PEDESTRIANS_Signs_.28R1-5.2C_R1-5a.29_.28MUTCD_Section_2B.11.29 Yield Here To (Stop Here For) Pedestrians (R1-5 series)] signs (see [[#620.2.11 Raised Pavement Markers (MUTCD Section 3B.11)\|EPG 620.2.11 Raised Pavement Markers]]) shall be used.

	'''Guidance.''' Yield (stop) lines and Yield Here To (Stop Here For) Pedestrians signs should not be used in advance of crosswalks that cross an approach to or departure from a roundabout.		'''Guidance.''' Yield (stop) lines and Yield Here To (Stop Here For) Pedestrians signs should not be used in advance of crosswalks that cross an approach to or departure from a roundabout.
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	'''Standard.''' If used, Do Not Block Intersection markings (see Figure 620.2.17.2) shall consist of wide solid white lines that outline the intersection area that vehicles must not block 8 in. to 12 in. wide and white cross-hatching within the intersection area 4 in. to 6 in. wide.		'''Standard.''' If used, Do Not Block Intersection markings (see Figure 620.2.17.2) shall consist of wide solid white lines that outline the intersection area that vehicles must not block 8 in. to 12 in. wide and white cross-hatching within the intersection area 4 in. to 6 in. wide.

	Do Not Block Intersection markings shall be accompanied by one or more DO NOT BLOCK INTERSECTION (DRIVEWAY) (CROSSING) (R10-7) signs (see [[903.5 Regulatory Signs#903.5.30 Traffic Signal Signs (R10-3, R10-5 through R10-30) (MUTCD Sections 2B.53 and 2B.54)\|EPG 903.5.30]]), one or more DO NOT STOP ON TRACKS (R8-8) signs (see [~~http~~://epg.modot.org/index.php/903.20_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings#903.20.9_DO_NOT_STOP_ON_TRACKS_Sign_.28R8-8.29_.28MUTCD_Section_8B.09.29 EPG 903.20 Signing for Rail and Light Rail Transit Grade Crossings]]) or one or more similar signs.		Do Not Block Intersection markings shall be accompanied by one or more DO NOT BLOCK INTERSECTION (DRIVEWAY) (CROSSING) (R10-7) signs (see [[903.5 Regulatory Signs#903.5.30 Traffic Signal Signs (R10-3, R10-5 through R10-30) (MUTCD Sections 2B.53 and 2B.54)\|EPG 903.5.30]]), one or more DO NOT STOP ON TRACKS (R8-8) signs (see [https://epg.modot.org/index.php/903.20_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings#903.20.9_DO_NOT_STOP_ON_TRACKS_Sign_.28R8-8.29_.28MUTCD_Section_8B.09.29 EPG 903.20 Signing for Rail and Light Rail Transit Grade Crossings]]) or one or more similar signs.

	<div id="Fig. 620.2.17.1"></div>		<div id="Fig. 620.2.17.1"></div>
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	[[Image:620.2.20.8 3B25.jpg\|thumb\|center\|780px\|<center>'''Fig. 620.2.20.3, Examples of Elongated Route Shields for Pavement Markings (MUTCD 3B-25)'''</center>]]		[[Image:620.2.20.8 3B25.jpg\|thumb\|center\|780px\|<center>'''Fig. 620.2.20.3, Examples of Elongated Route Shields for Pavement Markings (MUTCD 3B-25)'''</center>]]

	'''Standard.''' Except at the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line (see [[#620.2.16 Stop and Yield Lines (MUTCD Section 3B.16)\|620.2.16 Stop and Yield Lines (MUTCD Section 3B.16)]] and [~~http~~://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.4_STOP_Sign_.28R1-1.29_and_ALL_WAY_Plaque_.28R1-3P.29_.28MUTCD_Section_2B.05.29 STOP] (see MUTCD Section 2B.05) sign. At the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line.		'''Standard.''' Except at the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line (see [[#620.2.16 Stop and Yield Lines (MUTCD Section 3B.16)\|620.2.16 Stop and Yield Lines (MUTCD Section 3B.16)]] and [https://epg.modot.org/index.php/903.5_Regulatory_Signs#903.5.4_STOP_Sign_.28R1-1.29_and_ALL_WAY_Plaque_.28R1-3P.29_.28MUTCD_Section_2B.05.29 STOP] (see MUTCD Section 2B.05) sign. At the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line.

	The word STOP shall not be placed on the pavement in advance of a stop line, unless every vehicle is required to stop at all times.		The word STOP shall not be placed on the pavement in advance of a stop line, unless every vehicle is required to stop at all times.