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CROSSWALK ANALYSIS
Is the crossing at an approved school Yes
crossing or on a safe routes to Install marked crosswalk
school plan?
Consider unmarked
pedestrian facilitiati.n.3
Go to Table 1
No
Feasible
Is the pedestrian01
volume
greater or equal to 20
Does the engineering study
Is the pedestrian volume
greater or equal to 20
Remove
Direct pedestrians to the
people/hour or 15
Yes
indicate a need and have
No
people/hour or 15
Yes
obstruction/conflict or
Infeasible
nearest facilitated crossing or
people/hour with an
to both
adequate visibility for
q tY
to either
people/hour with an
consider access control.
consider a signal, beacon, or
elderly/school facility
motorists and pedestrians?
71
elderly/school facility nearby.
grade separation.
nearby?'
Yes
No
Assumed
No
Is the nearest
Does the crossing serve regular
No
marked/facilitated crossing
pedestrian traffic/pedestrian
No Action
less than 300' away?z
generators (i.e., transit stop)?
Go to Table 1
Direct pedestrians to the
nearest facilitated
crossing.
Yes
Consider unmarked
pedestrian facilitiation 3
Notes
1. Urban, suburban, and rural locations may vary in this classification. Urban may want to use locations that have higher volumes than the surrounding crossings. Rural locations may want to mark locations
that have regular pedestrian crossings but may never meet the 20 pedestrians/hour minimum.
2. A reasonable walking distance is 660' in some suburban/rural applications, urban marked crossings should never be closer than 150'.
3. See the "Additional Treatment Considerations" section for more information.
January 2015 UNSIGNALIZED MARKED CROSSWALK INSTALLATION FLOWCHART FIGURE
9
Treatment Descriptions:
A. Consider marked crosswalk and signs
Guidance: Consider installing marked crosswalk with advance warning signs (W11-2); use 51-1 signs for school crossings. Consider in -roadway (R1-6) or overhead (R1 -9b) signs.
B. Consider marked crosswalk with enhanced signs (111-6 or R1 -9b) and/or geometric improvements
Guidance: Consider installing treatment options from Type A treatments. Add curb extensions or median refuge islands.
C. Consider marked crosswalk with signs, geometric improvements, and pedestrian activated warning devices
Guidance: Consider installing a raised median refuge island if one is not present. Consider installing marked crosswalk and appropriate crossing signs along with a pedestrian activated warning device (i.e.,
RRFB). Consider adding curb extensions if possible.
3
V. VU IIUI Il Ib Ldll IIIdI&UU ll U»WGIR.
Guidance: Consider pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.
Specific Notes:
1. Advanced stop lines and signing (R1 -5b or c) should be used whenever possible if a multiple threat crash issue is present. Overhead signing, RRFBs or other overhead treatments should be used
to mitigate multiple threat crash risks.
2. Do not install a marked crosswalk where there are 3 or more through lanes per direction. Consider a pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.
3. Traffic calming measures should be considered to reduce speed.
4. If a median cannot be or is not currently installed go to Treatment Type D.
5. Minimum acceptable median width to provide a refuge is 6 feet.
General Notes:
1. Adding crosswalks alone will not make crossings safer, result in more vehicles stopping for pedestrians, nor will they necessarily create a false sense of security.
2. Crosswalks have not been proven to create a false sense of security - research shows that pedestrians scan the road more at marked crosswalks.
3. Whether a crosswalk is marked or not, additional crossing enhancements should be considered. See the "Additional Treatment Considerations" section.
4. See MUTCD Section 313.18 for additional guidance on using this table.
5. Lanes are total cross section.
JANUARY 2015 Pedestrian Facility Treatments
TABLE
1
Vehicle ADT 5 9,000
Vehicle ADT> 9,000 - 12,000
Vehicle ADT> 12,000 - 15,000
Vehicle ADT> 15,000
Roadway Configuration""
5 30 mph
35 mph
40 mph
>_ 45 mph
5 30 mph
35 mph
40 mph
>_ 45 mph
5 30 mph
35 mph
40 mph
>_ 45 mph
5 30 mph
35 mph
40 mph
? 45 mph
2 lanes (with or without a
raised median)
A
A
B
D
A
A
B
D
A
A
C
D
A
B
C
D
3 lanes with raised median
A
A
C
D
A
B
C
D
A
C
C
D
B
C
C
D
3 lanes without raised
median
A
B
C
D
A
B
C
D
B
B
C
D
B
C
C
D
Multilane (4 or more lanes)
with raised median
A
A
C
D
A
R
C
D
A
BC
D
C
C
C
D
Multilane (4 or more lanes)
]1�a
without raised medianZ
A
C
C
D
BC
D
C
C
C
D
C
C
C
D
Treatment Descriptions:
A. Consider marked crosswalk and signs
Guidance: Consider installing marked crosswalk with advance warning signs (W11-2); use 51-1 signs for school crossings. Consider in -roadway (R1-6) or overhead (R1 -9b) signs.
B. Consider marked crosswalk with enhanced signs (111-6 or R1 -9b) and/or geometric improvements
Guidance: Consider installing treatment options from Type A treatments. Add curb extensions or median refuge islands.
C. Consider marked crosswalk with signs, geometric improvements, and pedestrian activated warning devices
Guidance: Consider installing a raised median refuge island if one is not present. Consider installing marked crosswalk and appropriate crossing signs along with a pedestrian activated warning device (i.e.,
RRFB). Consider adding curb extensions if possible.
3
V. VU IIUI Il Ib Ldll IIIdI&UU ll U»WGIR.
Guidance: Consider pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.
Specific Notes:
1. Advanced stop lines and signing (R1 -5b or c) should be used whenever possible if a multiple threat crash issue is present. Overhead signing, RRFBs or other overhead treatments should be used
to mitigate multiple threat crash risks.
2. Do not install a marked crosswalk where there are 3 or more through lanes per direction. Consider a pedestrian hybrid beacon, pedestrian traffic signal, or grade separated crossing.
3. Traffic calming measures should be considered to reduce speed.
4. If a median cannot be or is not currently installed go to Treatment Type D.
5. Minimum acceptable median width to provide a refuge is 6 feet.
General Notes:
1. Adding crosswalks alone will not make crossings safer, result in more vehicles stopping for pedestrians, nor will they necessarily create a false sense of security.
2. Crosswalks have not been proven to create a false sense of security - research shows that pedestrians scan the road more at marked crosswalks.
3. Whether a crosswalk is marked or not, additional crossing enhancements should be considered. See the "Additional Treatment Considerations" section.
4. See MUTCD Section 313.18 for additional guidance on using this table.
5. Lanes are total cross section.
JANUARY 2015 Pedestrian Facility Treatments
TABLE
1
Crash Analysis - 2006-2015
Crash Locations
Crash Analysis - 2006-2015 -
Crash Details
CRASH -DATETIME
SEV
DIAG
V1 VTYPE
V1_ACT
V1 FAC1
V1_FAC2
4/1/20111013
POSSIBLE INJURY
RAN OFF ROAD-RIGHTSIDE
PASSENGER CAR
STRAIGHTAHEAD
DISTRACTION
INEXPERIENCE
4/28/20091603
PflOPERTY DAMAGE
LEFT TURN INTO TRAFFIC
SPORT UTILITY VEHICLE
STRAIGHTAHEAD
ILLEGAL SPEED
NOT SPECIFIED
1/12/20081128
PROPERTY DAMAGE
REAR END
PASSENGER CAR
STRAIGHTAHEAD
DISTRACTION
NOT SPECIFIED
12/31/20071350
PROPERTY DAMAGE
RIGHTANGLE
PASSENGER CAR
BIKE SLOWING/STOPPING/STARTING
FAILURE TO YIELD RIGHT OFWAY
NOTSPECIFIED
9/17/20070715
PROPERTY DAMAGE
REAR END
PICKUP TRUCK
STRAIGHT AHEAD
FOLLOWING TOO CLOSELY
DISTRACTION
12/15/20141526
POSSIBLE INJURY
RIGHTANGLE
PASSENGER CAR
STRAIGHTAHEAD
NO CLEAR CONTRIBUTING FACTOR
NO CLEAR CONTRIBUTING FACTOR
6/18/20061821
PROPERTY DAMAGE
REAR END
PASSENGER CAR
LEFT TURN
NO CLEAR CONTRIBUTING FACTOR
NOT SPECIFIED
6/ 'OD71918
PROPERTY DAMAGE
OTHER
PASSENGER CAR
RIGHTTURN
DISTRACTION
NOT SPECIFIED
12/4/20130829
PROPERTYDAMAGE
REAR END
VAN OR MINIVAN
STOPPEDTRAFFIC
NO CLEAR CONTRIBUTING FACTOR
NOTSPECIFIED
4/21/2010 1639
PROPERTY DAMAGE
REAR END
PASSENGER CAR
STOPPEDTRAFFIC
NO CLEAR CONTRIBUTING FACTOR
NOT SPECIFIED
9/27/20071627
POSSIBLE INJURY
LEFTTURN INTO TRAFFIC
PASSENGER CAR
LEFTTURN
FAILURE TO YIELD RIGHT OF WAY
NOTSPECIFIED
9/27/20061754
PROPERTY DAMAGE
RIGHTTURN INTO TRAFFIC
VAN OR MINIVAN
RIGHTTURN
DISTRACTION
NOT SPECIFIED
12/25/20111432
PROPERTY DAMAGE
SIDESWIPE PASSING
SPORT UTIUTVVEHICLE
STRAIGHTAHEAD
NO CLEAR CONTRIBUTING FACTOR
NOTSPECIFIED
8/31/20111744
PROPERTYDAMAGE
REAREND
SPORT UTILITY VEHICLE
LEFT TURN
NO CLEAR CONTRIBUTING FACTOR
NOTSPECIFIED
5/27/20081921
PROPERTY DAMAGE
REAR END
PASSENGER CAR
STRAIGHTAHEAD
NO CLEAR CONTRIBUTING FACTOR
NO CLEAR CONTRIBUTING FACTOR
12/11/2009 1526
PROPERTY DAMAGE
REAR END
PASSENGER CAR
STRAIGHTAHEAD
NO CLEAR CONTRIBUTING FACTOR
NO CLEAR CONTRIBUTING FACTOR
2/22/20130725
PROPERTY DAMAGE
RAN OFF ROAD -LEFT SIDE
PASSENGER CAR
LEFTTURN
WEATHER
OTHER
2/11/20150810
NON -INCAPACITATING INJURY
REAR END
PASSENGER CAR
SLOWING TRAFFIC
NO CLEAR CONTRIBUTING FACTOR
NOTSPECIFIED
4/9/20151702
POSSIBLE INJURY
SIDESWIPE PASSING
PASSENGER CAR
STRAIGHTAHEAD
NO CLEAR CONTRIBUTING FACTOR
NOTSPECIFIED
7/29/20151845
NOWINCAPACITATING INJURY
RIGHTANGLE
BICYCLE
PEDESTRIAN NO CROSSWALK
NO CLEAR CONTRIBUTING FACTOR
NOTSPEOFIED
P1 AGE V2_Y7YPE
19
17 PASSENGER CAR
16 PASSENGER CAR
17 PASSENGER CAR
19 PASSENGER CAR
31 PASSENGER CAR
28 PASSENGER CAR
21
50 PASSENGER CAR
32 PASSENGER CAR
38 PASSENGER CAR
52 VAN OR MINIVAN
19 PASSENGER CAR
S1 PASSENGER CAR
50 PASSENGER CAR
49 PASSENGER CAR
33
V1_ACT V2_FAC1
LEFTTURN FAILURE TO YIELD RIGHT OF WAY
STOPPED T NOT SPECIFIED/ NULL VALUE
STRAIGHT J NO CLEAR CONTRIBUTING FACTOR
STRAIGHT NO CLEAR CONTRIBUTING FACTOR
LEFT TURN VISION OBSCURED • OTHER
STRAIGHT, DISTRACTION
STRAIGHT, ILLEGAL SPEED
STRAIGHT, DISTRACTION
STRAIGHT, NO CLEAR CONTRIBUTING FACTOR
RIGHT TUR NO CLEAR CONTRIBUTING FACTOR
STRAIGHT,OTHER
STRAIGHT, DISTRACTION
STRAIGHT, FOLLOWING TOO CLOSELY
STRAIGHT, FOLLOWING TOO CLOSELY
V2 FAC2 P2 AGE
DISTRACTION 55
NOT SPECIFIED 16
NOTSPECIFIED 60
NOT SPECIFIED 16
NOTSPECIFIED 16
NOT SPECIFIED 56
INEXPERIENCE 17
NOTSPECIFIED 21
NO CLEAR CONTRIBUTING FACTOR 18
NOT SPECIFIED 51
NOTSPECIFIED 35
FOLLOWING TOO CLOSELY 17
NOTSPECIFIED 16
IMPROPERLY PARKED 18
44 PASSENGER CAR STRAIGHT, FOLLOWING TOO CLOSELY INEXPERIENCE
85 PASSENGER CAR RIGHT TUR FAILURE TO YIELD RIGHT OF WAY NOTSPECIFIED
UNKNOWN 00 NOT SPECIFIED/ NULL VALUE NOTSPECIFIED