902.10 Pedestrian Hybrid Beacons (MUTCD Chapter 4J) - Revision history

RollerA: /* {{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02) */

2025-11-25T18:05:23Z

{{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

← Older revision		Revision as of 13:05, 25 November 2025
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	Bicycle signal faces (see [[902.8 Bicycle Signals (MUTCD Chapter 4H) #902.8\|EPG 902.8]]) shall not be used at a pedestrian hybrid beacon.		Bicycle signal faces (see [[902.8 Bicycle Signals (MUTCD Chapter 4H) #902.8\|EPG 902.8]]) shall not be used at a pedestrian hybrid beacon.



	{{SpanID\|fig902.10.2}}		{{SpanID\|fig902.10.2}}
	[[File:~~4J-3~~.png\|thumbnail\|center\|alt=1. Titled Dark Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		[[File:Figure 902.10.2 Sequence for a Pedestrian Hybrid Beacon.png\|thumbnail\|center\|alt=1. Titled Dark Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).
	2. Titled Flashing Yellow Upon Activation. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		2. Titled Flashing Yellow Upon Activation. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
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	6. Titled Dark Again Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		6. Titled Dark Again Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).
	\|800px\|'''Figure 902.10.2.''' Sequence for a Pedestrian Hybrid Beacon]]		\|800px\|'''Figure 902.10.2''' Sequence for a Pedestrian Hybrid Beacon]]

	=={{SpanID\|902.10.3}}902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)==		=={{SpanID\|902.10.3}}902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)==

RollerA: /* {{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01) */

2025-11-25T18:03:58Z

{{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)

← Older revision		Revision as of 13:03, 25 November 2025
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	'''Standard. '''If a pedestrian hybrid beacon is considered for a location that does not meet the criterion listed in this article, an engineering study shall be submitted and approved by the State Traffic Engineer prior to installation.		'''Standard. '''If a pedestrian hybrid beacon is considered for a location that does not meet the criterion listed in this article, an engineering study shall be submitted and approved by the State Traffic Engineer prior to installation.


	~~[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|400px]]~~

	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]


	{{SpanID\|fig902.10.1.2}}		{{SpanID\|fig902.10.1.2}}
	[[File:~~4j2~~.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]		[[File:Figure 902.10.1.2 Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]

	=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==		=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==

RollerA: /* {{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01) */

2025-11-25T18:02:58Z

{{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)

← Older revision		Revision as of 13:02, 25 November 2025
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			[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|400px]]

	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:~~4j1~~.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]

HogsettC: /* {{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02) */

2025-11-24T22:03:42Z

{{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

RollerA: /* {{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02) */

2025-11-05T21:21:16Z

{{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

← Older revision		Revision as of 16:21, 5 November 2025
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	A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.5\|EPG 902.4.5]] through [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.10\|EPG 902.4.10]].		A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.5\|EPG 902.4.5]] through [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.10\|EPG 902.4.10]].

	'''Standard. '''A CROSSWALK—STOP ON RED (symbolic circular red) (R10-23) or a STOP ON RED—YIELD ON FLASHING RED AFTER STOP (R10-23a) sign (see [[903.2 Regulatory Signs and Barricades #903.2.48\|EPG 903.2.48]]) shall be mounted adjacent to a pedestrian hybrid beacon face on each major street approach. If an overhead pedestrian hybrid beacon face is provided, the sign shall be mounted adjacent to the overhead signal face.		'''Standard. '''A CROSSWALK—STOP ON RED (symbolic circular red) (R10-23) or a STOP ON RED—YIELD ON FLASHING RED AFTER STOP (R10-23a) sign (see [[903.2 Regulatory Signs and Barricades (MUTCD Chapter 2B) #903.2.48\|EPG 903.2.48]]) shall be mounted adjacent to a pedestrian hybrid beacon face on each major street approach. If an overhead pedestrian hybrid beacon face is provided, the sign shall be mounted adjacent to the overhead signal face.

	'''Option. '''A W11-2 (Pedestrian), S1-1 (School), or W11-15 (Trail) crossing warning sign with an AHEAD (W16-9P) supplemental plaque may be placed in advance of a pedestrian hybrid beacon. A Warning Beacon may be installed to supplement the W11-2, S1-1, or W11-15 sign.		'''Option. '''A W11-2 (Pedestrian), S1-1 (School), or W11-15 (Trail) crossing warning sign with an AHEAD (W16-9P) supplemental plaque may be placed in advance of a pedestrian hybrid beacon. A Warning Beacon may be installed to supplement the W11-2, S1-1, or W11-15 sign.

TaracksA at 21:56, 29 October 2025

2025-10-29T21:56:04Z

← Older revision		Revision as of 16:56, 29 October 2025
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	{{SpanID\|fig902.10.2}}		{{SpanID\|fig902.10.2}}
	[[File:4J-3.~~jpg~~\|thumbnail\|center\|alt=1. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		[[File:4J-3.png\|thumbnail\|center\|alt=1. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).
	2.An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		2.An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.

TaracksA: /* {{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01) */

2025-10-29T18:44:05Z

{{SpanID|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)

← Older revision		Revision as of 13:44, 29 October 2025
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	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:4j1.~~jpg~~\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:4j1.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]


	{{SpanID\|fig902.10.1.2}}		{{SpanID\|fig902.10.1.2}}
	[[File:4j2.~~jpg~~\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]		[[File:4j2.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]

	=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==		=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==

HogsettC: /* {{SpanID|902.10.3}}902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03) */

2025-10-27T13:41:49Z

{{SpanID|902.10.3}}902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)

← Older revision		Revision as of 08:41, 27 October 2025
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	The alternating flashing CIRCULAR RED signal indications may continue to flash for a short period after the pedestrian change interval has terminated to provide a buffer interval for pedestrians.		The alternating flashing CIRCULAR RED signal indications may continue to flash for a short period after the pedestrian change interval has terminated to provide a buffer interval for pedestrians.

	'''Guidance. '''A pedestrian hybrid beacon that is located 200 feet or less from an active grade crossing should be preempted in accordance with the applicable provisions in [[902.6 Steady (Stop-and-Go) Operation of Traffic Control Signals (MUTCD Chapter 4F) #902.6.19\|EPG 902.6.19]] and [[913 Traffic Control ~~for Railroad and Light Rail Transit Grade Crossings~~ (MUTCD ~~Part 8~~) #913.4.9\|EPG 913.4.9]].		'''Guidance. '''A pedestrian hybrid beacon that is located 200 feet or less from an active grade crossing should be preempted in accordance with the applicable provisions in [[902.6 Steady (Stop-and-Go) Operation of Traffic Control Signals (MUTCD Chapter 4F) #902.6.19\|EPG 902.6.19]] and [[913.4 Flashing-Light Signals, Automatic Gates, and Traffic Control Signals (MUTCD Chapter 8D) #913.4.9\|EPG 913.4.9]].

	'''Standard. '''If a pedestrian hybrid beacon is placed into a flashing mode by a conflict monitor (malfunction management unit) or by a manual switch, the pedestrian hybrid beacon faces shall display flashing CIRCULAR YELLOW signal indications to each approach of the major street and the pedestrian signal heads shall revert to a dark (not illuminated) condition.		'''Standard. '''If a pedestrian hybrid beacon is placed into a flashing mode by a conflict monitor (malfunction management unit) or by a manual switch, the pedestrian hybrid beacon faces shall display flashing CIRCULAR YELLOW signal indications to each approach of the major street and the pedestrian signal heads shall revert to a dark (not illuminated) condition.

HogsettC: /* {{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02) */

2025-10-27T13:40:18Z

{{SpanID|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

← Older revision		Revision as of 08:40, 27 October 2025
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	A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.5\|EPG 902.4.5]] through [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.10\|EPG 902.4.10]].		A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.5\|EPG 902.4.5]] through [[902.4 Signal Installations and Equipment (MUTCD Chapter 4D) #902.4.10\|EPG 902.4.10]].

	'''Standard. '''A CROSSWALK—STOP ON RED (symbolic circular red) (R10-23) or a STOP ON RED—YIELD ON FLASHING RED AFTER STOP (R10-23a) sign (see [[--\|~~Section 2B~~.59]]) shall be mounted adjacent to a pedestrian hybrid beacon face on each major street approach. If an overhead pedestrian hybrid beacon face is provided, the sign shall be mounted adjacent to the overhead signal face.		'''Standard. '''A CROSSWALK—STOP ON RED (symbolic circular red) (R10-23) or a STOP ON RED—YIELD ON FLASHING RED AFTER STOP (R10-23a) sign (see [[903.2 Regulatory Signs and Barricades #903.2.48\|EPG 903.2.48]]) shall be mounted adjacent to a pedestrian hybrid beacon face on each major street approach. If an overhead pedestrian hybrid beacon face is provided, the sign shall be mounted adjacent to the overhead signal face.

	'''Option. '''A W11-2 (Pedestrian), S1-1 (School), or W11-15 (Trail) crossing warning sign with an AHEAD (W16-9P) supplemental plaque may be placed in advance of a pedestrian hybrid beacon. A Warning Beacon may be installed to supplement the W11-2, S1-1, or W11-15 sign.		'''Option. '''A W11-2 (Pedestrian), S1-1 (School), or W11-15 (Trail) crossing warning sign with an AHEAD (W16-9P) supplemental plaque may be placed in advance of a pedestrian hybrid beacon. A Warning Beacon may be installed to supplement the W11-2, S1-1, or W11-15 sign.

TaracksA at 18:20, 6 October 2025

2025-10-06T18:20:09Z

← Older revision		Revision as of 13:20, 6 October 2025
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	[[Category:902 Signals\|902.10]]		[[Category:902 Signals (MUTCD Part 4)\|902.10]]

	=={{SpanID\|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)==		=={{SpanID\|902.10.1}}902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)==

← Older revision		Revision as of 13:03, 25 November 2025
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	'''Standard. '''If a pedestrian hybrid beacon is considered for a location that does not meet the criterion listed in this article, an engineering study shall be submitted and approved by the State Traffic Engineer prior to installation.		'''Standard. '''If a pedestrian hybrid beacon is considered for a location that does not meet the criterion listed in this article, an engineering study shall be submitted and approved by the State Traffic Engineer prior to installation.


	~~[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|400px]]~~

	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]


	{{SpanID\|fig902.10.1.2}}		{{SpanID\|fig902.10.1.2}}
	[[File:~~4j2~~.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]		[[File:Figure 902.10.1.2 Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]

	=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==		=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==

← Older revision		Revision as of 13:02, 25 November 2025
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			[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|400px]]

	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:~~4j1~~.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:Figure 902.10.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]

← Older revision		Revision as of 13:44, 29 October 2025
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	{{SpanID\|fig902.10.1.1}}		{{SpanID\|fig902.10.1.1}}
	[[File:4j1.~~jpg~~\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]		[[File:4j1.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on low-speed roadways at “speeds of 35 mph or less.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.1''' Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways]]


	{{SpanID\|fig902.10.1.2}}		{{SpanID\|fig902.10.1.2}}
	[[File:4j2.~~jpg~~\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]		[[File:4j2.png\|thumbnail\|center\|alt=A line graph depicts numerical values for guidelines for the installation of pedestrian hybrid beacons on high-speed roadways at “speeds of more than 35 mph.” The graph displays four curves for different crosswalk lengths: 34 ft, 50 ft, 72 ft, and 100 ft. The numerical values between the approximate VPH on the “major street – total of both approaches” on the “x” axis and PPH for the “total of all pedestrians crossing the major street” on the “y” axis are represented on those curves.\|800px\|'''Figure 902.10.1.2''' Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways]]

	=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==		=={{SpanID\|902.10.2}}902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==

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	{{SpanID\|fig902.10.2}}		{{SpanID\|fig902.10.2}}
	[[File:4J-3.png\|thumbnail\|center\|alt=1. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		[[File:4J-3.png\|thumbnail\|center\|alt=1. Titled Dark Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).
	2.An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		2. Titled Flashing Yellow Upon Activation. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a circular yellow signal labeled "flashing yellow."		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a circular yellow signal labeled "flashing yellow."
	3. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		3. Titled Steady Yellow. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a circular yellow signal labeled "steady yellow."		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a circular yellow signal labeled "steady yellow."
	4. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		4. Titled Steady Red During Pedestrian Walk Interval. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows a circular red signal to the left of a circular red signal, both labeled "steady red" above a black square for a circular yellow signal (not shown).		The interval shows a circular red signal to the left of a circular red signal, both labeled "steady red" above a black square for a circular yellow signal (not shown).
	5. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		5. Titled Alternating Flashing Red During Pedestrian Change Interval. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows a circular red signal labeled "flashing red" to the left of a black square for a circular red signal (not shown) above a black square for a circular yellow signal (not shown). To the right, the same arrangement is shown, except the circular red signal labeled "flashing red" is shown at the top right instead of the top left.		The interval shows a circular red signal labeled "flashing red" to the left of a black square for a circular red signal (not shown) above a black square for a circular yellow signal (not shown). To the right, the same arrangement is shown, except the circular red signal labeled "flashing red" is shown at the top right instead of the top left.
	6. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.		6. Titled Dark Again Until Activated. An interval is shown as a signal face having three lenses: two horizontally aligned with a third centered under them.
	The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).		The interval shows black squares for a circular red signal (not shown) to the left of a circular red signal (not shown) above a black square for a circular yellow signal (not shown).
	\|800px\|'''Figure 902.10.2.''' Sequence for a Pedestrian Hybrid Beacon]]		\|800px\|'''Figure 902.10.2.''' Sequence for a Pedestrian Hybrid Beacon]]