902.10 Pedestrian Hybrid Beacons (MUTCD Chapter 4J): Difference between revisions

Latest revision as of 08:36, 13 January 2026

902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)

Support. A pedestrian hybrid beacon is a special type of hybrid beacon used to warn and control traffic at an unsignalized location to assist pedestrians in crossing a street or highway at a marked crosswalk.

Option. A pedestrian hybrid beacon may be considered for installation to facilitate pedestrian crossings at a location that does not meet traffic signal warrants (see EPG 902.3), or at a location that meets traffic signal warrants under EPG 902.3.5 and/or EPG 902.3.6 but a decision is made to not install a traffic control signal.

Standard. If used, pedestrian hybrid beacons shall be used in conjunction with signs and pavement markings (see EPG 902.10.2) to warn and control traffic at locations where pedestrians enter or cross a street or highway. A pedestrian hybrid beacon shall only be installed at a marked crosswalk.

Guidance. If one of the signal warrants of EPG 902.3 is met and a traffic control signal is justified by an engineering study, and if a decision is made to install a traffic control signal, it should be installed based upon the provisions of EPG 902.4 through EPG 902.9 and EPG 902.11.

If a traffic control signal is not justified under the signal warrants of EPG 902.3 and if gaps in traffic are not adequate to permit pedestrians to cross, or if the speed for vehicles approaching on the major street is too high to permit pedestrians to cross, or if pedestrian delay is excessive, the need for a pedestrian hybrid beacon should be considered on the basis of an engineering study that considers major-street volumes, speeds, widths, and gaps in conjunction with pedestrian volumes, walking speeds, and delay.

For a major street where the posted or statutory speed limit or the 85th-percentile speed is 35 mph or less, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 902.10.1.1 for the length of the crosswalk.

For a major street where the posted or statutory speed limit or the 85th-percentile speed exceeds 35 mph, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 902.10.1.2 for the length of the crosswalk.

For crosswalks that have lengths other than the four that are specifically shown in Figures 902.10.1.1 and 902.10.1.2, the values should be interpolated between the curves.

Option. The criteria for the pedestrian volume crossing the major street shown in Figures 902.10.1.1 and 902.10.1.2 may be reduced as much as 50 percent if the 15th-percentile crossing speed of pedestrians is less than 3.5 feet per second.

Where there is a divided street having a median of sufficient width for pedestrians to wait, the criteria for the major-street traffic volume shown in Figures 902.10.1.1 and 902.10.1.2 may be applied separately to each direction of vehicular traffic. Satisfaction of the criteria for one direction of traffic allows for installation of a pedestrian hybrid beacon for the entire crossing.

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.

902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

Standard. Except as otherwise provided in this Article, a pedestrian hybrid beacon shall meet the provisions of EPG 902.4 through EPG 902.7, EPG 902.9, and EPG 902.10.

A pedestrian hybrid beacon face shall consist of three signal sections, with a CIRCULAR YELLOW signal indication centered below two horizontally-aligned CIRCULAR RED signal indications (see Figure 902.10.2).

When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:

A. At least two pedestrian hybrid beacon faces shall be installed for each approach of the major street;

B. A stop line shall be installed for each approach to the crosswalk;

C. A pedestrian signal head complying with the provisions set forth in EPG 902.9 shall be installed at each end of the marked crosswalk;

D. The pedestrian hybrid beacon shall be pedestrian actuated; and

E. If the pedestrian hybrid beacon is installed at or immediately adjacent to an intersection with a minor street, a STOP sign shall be installed for each minor-street approach.

Guidance. When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:

A. Parking and other sight obstructions should be prohibited for at least 100 feet in advance of and at least 20 feet beyond the marked crosswalk, or site accommodations should be made through curb extensions or other techniques to provide adequate sight distance; and

B. If installed within a signal system, the pedestrian hybrid beacon should be coordinated.

On approaches having posted or statutory speed limits or 85th-percentile speeds in excess of 35 mph and on approaches having traffic or operating conditions that would tend to obscure visibility of roadside hybrid beacon face locations, both of the minimum of two pedestrian hybrid beacon faces should be installed over the roadway.

On multi-lane approaches having posted or statutory speed limits or 85th-percentile speeds of 35 mph or less, either a pedestrian hybrid beacon face should be installed on each side of the approach (if a median of sufficient width exists) or at least one of the pedestrian hybrid beacon faces should be installed over the roadway.

A pedestrian hybrid beacon should comply with the signal face location provisions described in EPG 902.4.5 through 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 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.

Standard. Backplates (see EPG 902.4.6) shall be used with pedestrian hybrid beacons.

Support. Accessible pedestrian signals (see EPG 902.11) where a pedestrian hybrid beacon is used provide information in non-visual formats (such as audible tones and/or speech messages, and vibrating surfaces) so that a pedestrian with vision disabilities can know when to cross the street.

Guidance. If a Warning Beacon supplements a W11-2 sign in advance of a pedestrian hybrid beacon, it should be programmed to flash only when the pedestrian hybrid beacon is not in the dark mode.

Standard. If a Warning Beacon is installed to supplement the W11-2 sign, the design and location of the Warning Beacon shall comply with the provisions of EPG 902.18.1 and EPG 902.18.3.

Bicycle signal faces (see EPG 902.8) shall not be used at a pedestrian hybrid beacon.

902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)

Standard. Pedestrian hybrid beacon indications shall be dark (not illuminated) during periods between actuations.

Following an actuation by a pedestrian, a pedestrian hybrid beacon face shall display a flashing CIRCULAR YELLOW signal indication, followed by a steady CIRCULAR YELLOW signal indication, followed by both steady CIRCULAR RED signal indications during the pedestrian walk interval, followed by alternating flashing CIRCULAR RED signal indications during the pedestrian change interval (see Figure 902.10.2). Upon termination of the pedestrian change interval, the pedestrian hybrid beacon faces shall revert to a dark (not illuminated) condition.

Except as provided in the subsequent paragraph, the pedestrian signal heads shall continue to display a steady UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are either dark or displaying flashing or steady CIRCULAR YELLOW signal indications. The pedestrian signal heads shall display a WALKING PERSON (symbolizing WALK) signal indication when the pedestrian hybrid beacon faces are displaying steady CIRCULAR RED signal indications. The pedestrian signal heads shall display a flashing UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are displaying alternating flashing CIRCULAR RED signal indications. Upon termination of the pedestrian change interval, the pedestrian signal heads shall revert to a steady UPRAISED HAND (symbolizing DONT WALK) signal indication.

Option. Where the pedestrian hybrid beacon is installed adjacent to a roundabout to facilitate crossings by pedestrians with vision disabilities and an engineering study determines that pedestrians without vision disabilities can be allowed to cross the roadway without actuating the pedestrian hybrid beacon, the pedestrian signal heads may be dark (not illuminated) when the pedestrian hybrid beacon faces are dark.

Guidance. The duration of the flashing yellow interval should be determined by engineering judgment.

The duration of the flashing yellow interval should not vary on a cycle-by-cycle basis.

If the pedestrian hybrid beacon is coordinated as a part of a signal system, it should remain in the dark condition after a pedestrian actuation has been received until the point in the background cycle when the predetermined duration of the flashing yellow interval needs to be initiated in order to achieve the appropriate coordinated offset.

Option. If a minimum dark time between activations of the pedestrian hybrid beacon has been set on the controller, the pedestrian hybrid beacon may remain in the dark condition after a pedestrian actuation has been received until the minimum dark time has been provided.

Support. The minimum dark time is a preprogrammed time set in the controller that provides time between the pedestrian actuation and beginning of the flashing yellow interval. At locations in coordinated signal systems, the dark time can be variable based on when the pedestrian actuation occurs in the coordinated signal timing sequence.

Standard. The duration of the steady yellow change interval shall be determined using engineering practices in accordance with the provisions in EPG 902.6.17.

Guidance. A steady yellow change interval should have a minimum duration of 3 seconds and a maximum duration of 6 seconds (see EPG 902.6.17). The longer intervals should be reserved for use on approaches with higher speeds.

Option. A steady red clearance interval may be used after the steady yellow change interval.

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 EPG 902.6.19 and 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.

@@ Line 1: / Line 1: @@
-==902.7.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4F.01)==
+[[Category:902 Signals (MUTCD Part 4)|902.10]]
-'''Support.''' A pedestrian hybrid beacon is a special type of hybrid beacon used to warn and control traffic at an unsignalized location to assist pedestrians in crossing a street or highway at a marked crosswalk.
+=={{SpanID|902.10.1}}902.10.1  Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)==
-'''Option.''' A pedestrian hybrid beacon may be considered for installation to facilitate pedestrian crossings at a location that does not meet traffic signal warrants (see [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)|EPG 902.3 Traffic Control Signal Needs Studies]]), or at a location that meets traffic signal warrants under [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)#902.3.6 Warrant 4, Pedestrian Volume (MUTCD Section 4C.05)|EPG 902.3.6]] and/or [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)#902.3.7 Warrant 5, School Crossing (MUTCD Section 4C.06)|EPG 902.3.7]] but a decision is made to not install a traffic control signal.
+'''Support. '''A pedestrian hybrid beacon is a special type of hybrid beacon used to warn and control traffic at an unsignalized location to assist pedestrians in crossing a street or highway at a marked crosswalk.
-'''Standard.''' If used, pedestrian hybrid beacons shall be used in conjunction with signs and pavement markings to warn and control traffic at locations where pedestrians enter or cross a street or highway.  A pedestrian hybrid beacon shall only be installed at a marked crosswalk.  A pedestrian hybrid beacon shall meet one of the subsequently defined guidance in order to be installed, unless an engineering study justifying installation is submitted and approved by the State Traffic Engineer.
+'''Option. '''A pedestrian hybrid beacon may be considered for installation to facilitate pedestrian crossings at a location that does not meet traffic signal warrants (see [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C) #902.3|EPG 902.3]]), or at a location that meets traffic signal warrants under [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C) #902.3.5|EPG 902.3.5]] and/or [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C) #902.3.6|EPG 902.3.6]] but a decision is made to not install a traffic control signal.
-'''Guidance.''' If one of the signal warrants of EPG 902.3 is met and a traffic control signal is justified by an engineering study, and if a decision is made to install a traffic control signal, it should be installed based upon the provisions of [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|EPG 902.5]] and [[902.6 Pedestrian Control Features (MUTCD Chapter 4E)|EPG 902.6]].
+'''Standard. '''If used, pedestrian hybrid beacons shall be used in conjunction with signs and pavement markings (see [[902.10 Pedestrian Hybrid Beacons (MUTCD Chapter 4J) #902.10.2|EPG 902.10.2]]) to warn and control traffic at locations where pedestrians enter or cross a street or highway. A pedestrian hybrid beacon shall only be installed at a marked crosswalk. '''
-If a traffic control signal is not justified under the signal warrants of EPG 902.3 and if gaps in traffic are not adequate to permit pedestrians to cross, or if the speed for vehicles approaching on the major street is too high to permit pedestrians to cross, or if pedestrian delay is excessive, the need for a pedestrian hybrid beacon should be considered on the basis of an engineering study that considers major-street volumes, speeds, widths and gaps in conjunction with pedestrian volumes, walking speeds, and delay.
+'''Guidance. '''If one of the signal warrants of [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C) #902.3|EPG 902.3]] is met and a traffic control signal is justified by an engineering study, and if a decision is made to install a traffic control signal, it should be installed based upon the provisions of [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)|EPG 902.4]] through [[902.9 Pedestrian Control Features (MUTCD Chapter 4I) #902.9|EPG 902.9]] and [[902.11 Accessible Pedestrian Signals and Detectors (MUTCD Chapter 4K) #902.11|EPG 902.11]].
-For a major street where the posted or statutory speed limit or the 85<sup>th</sup>-percentile speed is 35 mph or less, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Fig. 902.7.1.1 for the length of the crosswalk.
+If a traffic control signal is not justified under the signal warrants of [[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C) #902.3|EPG 902.3]] and if gaps in traffic are not adequate to permit pedestrians to cross, or if the speed for vehicles approaching on the major street is too high to permit pedestrians to cross, or if pedestrian delay is excessive, the need for a pedestrian hybrid beacon should be considered on the basis of an engineering study that considers major-street volumes, speeds, widths, and gaps in conjunction with pedestrian volumes, walking speeds, and delay.
-[[image:902.7.1.1.jpg|center|750px|thumb|<center>'''Fig. 902.7.1.1 Guidelines for the Installation of Pedestrian Hybrid Beacons on Low-Speed Roadways'''</center>
+For a major street where the posted or statutory speed limit or the 85th-percentile speed is 35 mph or less, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in [[#fig902.10.1.1|Figure 902.10.1.1]] for the length of the crosswalk.
-'''* Note:''' 20 pph applies as the lower threshold volume
+For a major street where the posted or statutory speed limit or the 85th-percentile speed exceeds 35 mph, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in [[#fig902.10.1.2|Figure 902.10.1.2]] for  the length of the crosswalk.
-]]
-For a major street where the posted or statutory speed limit or the 85th-percentile speed exceeds 35 mph, the need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Fig. 902.7.1.2 for the length of the crosswalk.
+For crosswalks that have lengths other than the four that are specifically shown in Figures [[#fig902.10.1.1|902.10.1.1]] and [[#fig902.10.1.2|902.10.1.2]], the values should be interpolated between the curves.
-[[image:902.7.1.2.jpg|center|750px|thumb|<center>'''Fig. 902.7.1.2 Guidelines for the Installation of Pedestrian Hybrid Beacons on High-Speed Roadways'''</center>
+'''Option. '''The criteria for the pedestrian volume crossing the major street shown in Figures [[#fig902.10.1.1|902.10.1.1]] and [[#fig902.10.1.2|902.10.1.2]] may be reduced as much as 50 percent if the 15th-percentile crossing speed of pedestrians is less than 3.5 feet per second.
-'''* Note:''' 20 pph applies as the lower threshold volume
+Where there is a divided street having a median of sufficient width for pedestrians to wait, the criteria for the major-street traffic volume shown in Figures [[#fig902.10.1.1|902.10.1.1]] and [[#fig902.10.1.2|902.10.1.2]] may be applied separately to each direction of vehicular traffic. Satisfaction of the criteria for one direction of traffic allows for installation of a pedestrian hybrid beacon for the entire crossing.
-]]
-For crosswalks that have lengths other than the four that are specifically shown in Figs. 902.7.1.1 and 902.7.1.2, the values should be interpolated between the curves.
+'''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.
+{{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]]
-==902.7.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4F.02)==
+{{SpanID|fig902.10.1.2}}
+[[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]]
-'''Standard.''' Except as otherwise provided in this Section, a pedestrian hybrid beacon shall meet the provisions of [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|EPG 902.5]] and [[902.6 Pedestrian Control Features (MUTCD Chapter 4D)|EPG 902.6]].
+=={{SpanID|902.10.2}}902.10.2  Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)==
-A pedestrian hybrid beacon face shall consist of three signal sections, with a CIRCULAR YELLOW signal indication centered below two horizontally aligned CIRCULAR RED signal indications (see Fig. 902.7.2).
+'''Standard. '''Except as otherwise provided in this Article, a pedestrian hybrid beacon shall meet the provisions of [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)|EPG 902.4]] through [[902.7 Flashing Operation of Traffic Control Signals (MUTCD Chapter 4G) #902.7|EPG 902.7]], [[902.9 Pedestrian Control Features (MUTCD Chapter 4I) #902.9|EPG 902.9]], and [[902.10 Pedestrian Hybrid Beacons (MUTCD Chapter 4J) #902.10|EPG 902.10]].
-[[image:902.7.2.jpg|center|750px|thumb|<center>'''Fig. 902.7.2 Sequence for a Pedestrian Hybrid Beacon'''</center>]]
+A pedestrian hybrid beacon face shall consist of three signal sections, with a CIRCULAR YELLOW signal indication centered below two horizontally-aligned CIRCULAR RED signal indications (see [[#fig902.10.2|Figure 902.10.2]]).
 When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:
+:A. At least two pedestrian hybrid beacon faces shall be installed for each approach of the major street;
+:B. A stop line shall be installed for each approach to the crosswalk;
+:C. A pedestrian signal head complying with the provisions set forth in [[902.9 Pedestrian Control Features (MUTCD Chapter 4I) #902.9|EPG 902.9]] shall be installed at each end of the marked crosswalk;
+:D. The pedestrian hybrid beacon shall be pedestrian actuated; and
+:E. If the pedestrian hybrid beacon is installed at or immediately adjacent to an intersection with a minor street, a STOP sign shall be installed for each minor-street approach.
-:A. At least two pedestrian hybrid beacon faces shall be installed for each approach of the major street,
+'''Guidance. '''When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:
+:A. Parking and other sight obstructions should be prohibited for at least 100 feet in advance of and at least 20 feet beyond the marked crosswalk, or site accommodations should be made through curb extensions or other techniques to provide adequate sight distance; and
+:B. If installed within a signal system, the pedestrian hybrid beacon should be coordinated.
-:B. A stop line shall be installed for each approach to the crosswalk,
+On approaches having posted or statutory speed limits or 85th-percentile speeds in excess of 35 mph and on approaches having traffic or operating conditions that would tend to obscure visibility of roadside hybrid beacon face locations, both of the minimum of two pedestrian hybrid beacon faces should be installed over the roadway.
-:C. A pedestrian signal head conforming to the provisions set forth in EPG 902.6 shall be installed at each end of the marked crosswalk, and
+On multi-lane approaches having posted or statutory speed limits or 85th-percentile speeds of 35 mph or less, either a pedestrian hybrid beacon face should be installed on each side of the approach (if a median of sufficient width exists) or at least one of the pedestrian hybrid beacon faces should be installed over the roadway.
-:D. The pedestrian hybrid beacon shall be pedestrian actuated.
+A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)#902.4.5_Number_of_Signal_Faces_on_an_Approach_(MUTCD_Section_4D.05)|EPG 902.4.5]] through [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)#902.4.10_Lateral_Offset_(Clearance)_of_Signal_Faces_(MUTCD_Section_4D.10)|EPG 902.4.10]].
-'''Guidance.''' When an engineering study finds that installation of a pedestrian hybrid beacon is justified, then:
+'''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.
-:A. The pedestrian hybrid beacon should be installed at least 100 ft. from side streets or driveways that are controlled by STOP or YIELD signs,
+'''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.
-:B. Parking and other sight obstructions should be prohibited for at least 100 ft. in advance of and at least 20 ft. beyond the marked crosswalk, or site accommodations should be made through curb extensions or other techniques to provide adequate sight distance,
+'''Standard. '''Backplates (see [[902.4_Design_Features_of_Traffic_Control_Signals_(MUTCD_Chapter_4D)#902.4.6_Visibility,_Aiming,_and_Shielding_of_Signal_Faces_(MUTCD_Section_4D.06)|EPG 902.4.6]]) shall be used with pedestrian hybrid beacons.
-:C. The installation should include suitable standard signs and pavement markings, and
+'''Support. '''Accessible pedestrian signals (see [[902.11 Accessible Pedestrian Signals and Detectors (MUTCD Chapter 4K) #902.11|EPG 902.11]]) where a pedestrian hybrid beacon is used provide information in non-visual formats (such as audible tones and/or speech messages, and vibrating surfaces) so that a pedestrian with vision disabilities can know when to cross the street.
-:D. If installed within a signal system, the pedestrian hybrid beacon should be coordinated.
+'''Guidance. '''If a Warning Beacon supplements a W11-2 sign in advance of a pedestrian hybrid beacon, it should be programmed to flash only when the pedestrian hybrid beacon is not in the dark mode.
-On approaches having posted or statutory speed limits or 85<sup>th</sup>-percentile speeds in excess of 35 mph and on approaches having traffic or operating conditions that would tend to obscure visibility of roadside hybrid beacon face locations, both of the minimum of two pedestrian hybrid beacon faces should be installed over the roadway.
+'''Standard. '''If a Warning Beacon is installed to supplement the W11-2 sign, the design and location of the Warning Beacon shall comply with the provisions of [[902.18 Flashing Beacons (MUTCD Chapter 4S) #902.18.1|EPG 902.18.1]] and [[902.18 Flashing Beacons (MUTCD Chapter 4S) #902.18.3|EPG 902.18.3]].
-On multi-lane approaches having a posted or statutory speed limits or 85th-percentile speeds of 35 mph or less, either a pedestrian hybrid beacon face should be installed on each side of the approach (if a median of sufficient width exists) or at least one of the pedestrian hybrid beacon faces should be installed over the roadway.
+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.
-A pedestrian hybrid beacon should comply with the signal face location provisions described in [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#902.5.20 Longitudinal Positioning of Signal Faces (MUTCD Section 4D.14)|EPG 902.5.20]] through [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#902.5.25 Signal Indications for Protected Only Mode Left-Turn Movements (MUTCD Section 4D.19)|EPG 902.5.25]].
+{{SpanID|fig902.10.2}}
+[[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).
+. 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."
+. 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."
+. 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).
+. 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.
+. 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).
+|800px|'''Figure 902.10.2''' Sequence for a Pedestrian Hybrid Beacon]]
-'''Standard.''' A CROSSWALK STOP ON RED (symbolic circular red) (R10-23) sign (see MUTCD Section 2B.53) 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.
+=={{SpanID|902.10.3}}902.10.3  Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)==
-'''Option.''' A Pedestrian (W11-2) warning sign (see MUTCD Section 2C.50) 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 sign.
+'''Standard. '''Pedestrian hybrid beacon indications shall be dark (not illuminated) during periods between actuations.
-'''Guidance.''' If a warning beacon supplements a W11-2 sign in advance of a pedestrian hybrid beacon, it should be programmed to flash only when the pedestrian hybrid beacon is not in the dark mode.
+Following an actuation by a pedestrian, a pedestrian hybrid beacon face shall display a flashing CIRCULAR YELLOW signal indication, followed by a steady CIRCULAR YELLOW signal indication, followed by both steady CIRCULAR RED signal indications during the pedestrian walk interval, followed by alternating flashing CIRCULAR RED signal indications during the pedestrian change interval (see [[#fig902.10.2|Figure 902.10.2]]).  Upon termination of the pedestrian change interval, the pedestrian hybrid beacon faces shall revert to a dark (not illuminated) condition.
-'''Standard.''' If a warning beacon is installed to supplement the W11-2 sign, the design and location of the warning beacon shall comply with the provisions of [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.1 General Design and Operation of Flashing Beacons (MUTCD Section 4L.01)|EPG 902.12.1]] and [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.3 Warning Beacons (MUTCD Section 4L.03)|EPG 902.12.3]].
+Except as provided in the subsequent paragraph, the pedestrian signal heads shall continue to display a steady UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are either dark or displaying flashing or steady CIRCULAR YELLOW signal indications. The pedestrian signal heads shall display a WALKING PERSON (symbolizing WALK) signal indication when the pedestrian hybrid beacon faces are displaying steady CIRCULAR RED signal indications. The pedestrian signal heads shall display a flashing UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are displaying alternating flashing CIRCULAR RED signal indications. Upon termination of the pedestrian change interval, the pedestrian signal heads shall revert to a steady UPRAISED HAND (symbolizing DONT WALK) signal indication.
-==902.7.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4F.03)==
+'''Option. '''Where the pedestrian hybrid beacon is installed adjacent to a roundabout to facilitate crossings by pedestrians with vision disabilities and an engineering study determines that pedestrians without vision disabilities can be allowed to cross the roadway without actuating the pedestrian hybrid beacon, the pedestrian signal heads may be dark (not illuminated) when the pedestrian hybrid beacon faces are dark.
-'''Standard.''' Pedestrian hybrid beacon indications shall be dark (not illuminated) during periods between actuations.
+'''Guidance. '''The duration of the flashing yellow interval should be determined by engineering judgment.
-Upon actuation by a pedestrian, a pedestrian hybrid beacon face shall display a flashing CIRCULAR YELLOW signal indication, followed by a steady CIRCULAR YELLOW signal indication, followed by both steady CIRCULAR RED signal indications during the pedestrian walk interval, followed by alternating flashing CIRCULAR RED signal indications during the pedestrian clearance interval (see Fig. 902.7.2).  Upon termination of the pedestrian clearance interval, the pedestrian hybrid beacon faces shall revert to a dark (not illuminated) condition.
+The duration of the flashing yellow interval should not vary on a cycle-by-cycle basis.
-Except as provided in the Option below, the pedestrian signal heads shall continue to display a steady UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are either dark or displaying flashing or steady CIRCULAR YELLOW signal indications.  The pedestrian signal heads shall display a WALKING PERSON (symbolizing WALK) signal indication when the pedestrian hybrid beacon faces are displaying steady CIRCULAR RED signal indications.  The pedestrian signal heads shall display a flashing UPRAISED HAND (symbolizing DONT WALK) signal indication when the pedestrian hybrid beacon faces are displaying alternating flashing CIRCULAR RED signal indications.  Upon termination of the pedestrian clearance interval, the pedestrian signal heads shall revert to a steady UPRAISED HAND (symbolizing DONT WALK) signal indication.
+If the pedestrian hybrid beacon is coordinated as a part of a signal system, it should remain in the dark condition after a pedestrian actuation has been received until the point in the background cycle when the predetermined duration of the flashing yellow interval needs to be initiated in order to achieve the appropriate coordinated offset.
-'''Option.''' Where the pedestrian hybrid beacon is installed adjacent to a roundabout to facilitate crossings by pedestrians with visual disabilities and an engineering study determines that pedestrians without visual disabilities can be allowed to cross the roadway without actuating the pedestrian hybrid beacon, the pedestrian signal heads may be dark (not illuminated) when the pedestrian hybrid beacon faces are dark.
+'''Option. '''If a minimum dark time between activations of the pedestrian hybrid beacon has been set on the controller, the pedestrian hybrid beacon may remain in the dark condition after a pedestrian actuation has been received until the minimum dark time has been provided.
-'''Guidance.''' The duration of the flashing yellow interval should be determined by engineering judgment.
+'''Support. '''The minimum dark time is a preprogrammed time set in the controller that provides time between the pedestrian actuation and beginning of the flashing yellow interval. At locations in coordinated signal systems, the dark time can be variable based on when the pedestrian actuation occurs in the coordinated signal timing sequence.
-'''Standard.''' The duration of the steady yellow change interval shall be determined using engineering practices.
+'''Standard. '''The duration of the steady yellow change interval shall be determined using engineering practices in accordance with the provisions in [[902.6 Steady (Stop-and-Go) Operation of Traffic Control Signals (MUTCD Chapter 4F) #902.6.17|EPG 902.6.17]].
-'''Guidance.''' The steady yellow interval should have a minimum duration of 3 seconds and a maximum duration of 6 seconds (see [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#902.5.36.2 Yellow Change and Red Clearance Intervals (MUTCD Section 4D.26)|EPG 902.5.36.2 Yellow Change and Red Clearance Intervals]]).  The longer intervals should be reserved for use on approaches with higher speeds.
+'''Guidance. '''A steady yellow change interval should have a minimum duration of 3 seconds and a maximum duration of 6 seconds (see [[902.6 Steady (Stop-and-Go) Operation of Traffic Control Signals (MUTCD Chapter 4F) #902.6.17|EPG 902.6.17]]). The longer intervals should be reserved for use on approaches with higher speeds.
+'''Option. '''A steady red clearance interval may be used after the steady yellow change interval.
+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.
-[[Category:902 Signals|902.07]]
+'''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.

902.10 Pedestrian Hybrid Beacons (MUTCD Chapter 4J): Difference between revisions

Latest revision as of 08:36, 13 January 2026

902.10.1 Application of Pedestrian Hybrid Beacons (MUTCD Section 4J.01)

902.10.2 Design of Pedestrian Hybrid Beacons (MUTCD Section 4J.02)

902.10.3 Operation of Pedestrian Hybrid Beacons (MUTCD Section 4J.03)

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