Pedestrian Signal Safety - AAA Foundation for Traffic Safety

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86 LIST OF TABLES Table/Page A-1/93. Distribution of respondents by agency/ organization type. A-2/94. Respondent organizations for number of pedestrian countdown signal timers and their use on major and minor street approaches. A-3/102. Locations where countdown signals should not be used. A-4/107. Minnesota Department of Transportation market research analysis: service levels for traditional and pedestrian countdown signals. A-5/108. Percentage of pedestrians successfully serviced by traditional and pedestrian countdown indications. A-6/113. Areas that conducted evaluations, have policies, or draft policies. LIST OF FIGURES Figure/Page A-1/93. Location of pedestrian signal survey respondents. A-2/97. Distribution of respondents’ plans to install pedestrian countdown signals. A-3/98. Factors considered when installing pedestrian countdown signals. A-4/98. Location criteria for considering installation of pedestrian countdown signals. A-5/99. Pedestrian characteristics considered when proposing pedestrian countdown signals. A-6/100. Traffic operations criteria for consideration of implementing pedestrian countdown signals. A-7/101. Roadway characteristics. A-8/105. Pedestrian countdown signal start/end times. A-9/106. Do pedestrian countdown signals encourage pedestrians to begin crossing the street during the flashing DON’T WALK interval? A-10/109. Are changes needed to Section 4E.02 of MUTCD? A-11/111. Has the countdown signal ever provided an erroneous indication of the crossing time remaining?
PURPOSE OF SURVEY The purpose of this survey is to identify the state of the art and state of the practice in pedestrian signal timing and the use of pedestrian signals. This Web-based survey will have as its objective the development of a body of knowledge on walking speeds as they relate to special user populations, including older persons. We also are requesting information regarding pedestrian countdown (PCD) signals, including comprehension, number of countdown signals in a jurisdiction, advantages, and challenges. INSTRUCTIONS Complete the survey questions as accurately as time permits. If your jurisdiction does not use PCD signals, there are only three questions for you to answer in this survey. If your jurisdiction does have PCD signals, there are a total of 21 survey questions. Do not worry if you cannot answer every question; any information you can provide will be useful and is appreciated. QUESTIONS Confidentiality (Q1) We understand the need for confidentiality regarding any data and responses you provide. In most instances, the data and responses will be aggregated and/or summarized. There may be occasions where we would like to showcase jurisdictions using state-of-the-art equipment and/or methods and lessons learned. Please check the appropriate box below to indicate the level of privacy you prefer based on the responses you provide in this survey. I desire complete anonymity. Please do not refer to my organization specifically in this project. _____ Yes _____ No I will allow references to the practices, techniques, and equipment used by my organization. _____ Yes _____ No If you answered “yes” to the above question, a representative from the Institute of Transportation Engineers will contact you prior to any use of specific data. Contact Information (Q2) Name: ____________________________________ Title: _________________________________ Telephone: _________________________________ Fax: _________________________________ E-mail: __________________________________________________________________________ Agency: _________________________________________________________________________ Years working at agency: ___________________________________________________________ Question 3 How many signalized intersections does your jurisdiction maintain? _____ (Q3) 87
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Pedestrian Signal Safety for Older
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LIST OF TABLES Table/Page ES-1/19.
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LIST OF FIGURES Figure/Page 1/22. E
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LIST OF DEFINITIONS Access Board Th
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FOREWORD ABOUT THE SPONSOR This stu
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16 Mark J. Kulewicz Director-Traffi
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18 LITERATURE REVIEW FINDINGS • O
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20 1. Based on the results observed
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22 Figure 1. Example of a pedestria
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METHODS The project objectives were
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and 3.40 ft./sec. for pedestrians o
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the potential impact of various wal
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Pedestrian Start-Up Time Pedestrian
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• a PCD signal with both the coun
Page 35 and 36: six crosswalks experienced a signif
Page 37 and 38: where: W = duration of WALK indicat
Page 39 and 40: Gates, Noyce, Bill, and Van Ee expa
Page 41 and 42: Table 3. Summary of empirical data
Page 43 and 44: Table 4. Summary of researcher reco
Page 45 and 46: SITE SELECTION/EFFECT OF DIFFERENT
Page 47 and 48: Walking Speeds The project team mea
Page 49 and 50: RESULTS AGENCY SURVEY FINDINGS Deta
Page 51 and 52: 5 0 . 0 % 4 5 . 0 % 4 0 . 0 % 3 5 .
Page 53 and 54: POSITIVE IMPACTS OF PEDESTRIAN COUN
Page 55 and 56: • Give third priority to signaliz
Page 57 and 58: 15th-Percentile Walking Speed The 1
Page 59 and 60: Table 10: Pedestrian signal complia
Page 61 and 62: Table 12. Older pedestrians remaini
Page 63 and 64: The case study intersections in Sal
Page 65 and 66: Five different traffic volume condi
Page 67 and 68: Minneapolis/St.Paul, Minnesota Figu
Page 69 and 70: Figure 10. Delay vs. volumes at Mon
Page 71 and 72: There was no change in overall LOS
Page 73 and 74: Figure 13. Delay vs. volumes at Ora
Page 75 and 76: Pedestrian Understanding and Prefer
Page 77 and 78: the countdown at the end of the FDW
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Page 81 and 82: Table 23. Comparison of the literat
Page 83 and 84: observer was assigned to each inter
Page 85: APPENDIX A WEB-PEDESTRIAN COUNTDOWN
Page 89 and 90: d) Plan to use during the next one
Page 91 and 92: Question 22 If you answered “yes
Page 93 and 94: Table A-1. Distribution of responde
Page 95 and 96: Table A-2. Respondent organizations
Page 97 and 98: Figure A-2 shows the distribution o
Page 99 and 100: 6 0 .0 % 5 5 .0 % 5 0 .0 % 4 5 .0 %
Page 101 and 102: Figure A-7. Roadway characteristics
Page 103 and 104: PEDESTRIAN COUNTDOWN SIGNAL START/E
Page 105 and 106: PCD Signal Start/End Times Start of
Page 107 and 108: 3. Seniors and other adults showed
Page 109 and 110: • No. Countdown timers encourage
Page 111 and 112: the crossing time remaining? Yes 20
Page 113 and 114: • None (n = 32) • Motorists spe
Page 115 and 116: PEDESTRIAN SAFETY FOR OLDER PEDESTR
Page 117 and 118: APPENDIX C: BROWARD COUNTY, FLORIDA
Page 119 and 120: BACKGROUND Broward County is locate
Page 121 and 122: DATA COLLECTION METHODOLOGY Pedestr
Page 123 and 124: For younger pedestrians, the mean w
Page 125 and 126: Pedestrians Under 65 Table C-6 show
Page 127 and 128: Pedestrians Left in Intersection At
Page 129 and 130: Table C-11. Pedestrian WALK and cle
Page 131 and 132: Figure C-2. Delay vs. volumes at ca
Page 133 and 134: Table C-13. Broward County, Florida
Page 135 and 136: APPENDIX D: MINNEAPOLIS/ST. PAUL, M
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BACKGROUND Minneapolis, in southeas
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• Lyndale Avenue and Franklin Ave
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Table D-2. Walking speeds for pedes
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Table D-4. Significance testing of
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Table D-7. Frequency and percentage
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SURVEY RESULTS A total of 150 pedes
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For the major street approaches, LO
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3.50 ft./sec. Figure D-6. Intersect
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SUMMARY In summary, the key results
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LIST OF TABLES Table/Page E-1/156.
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SITE SELECTION Engineering staff fr
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DATA COLLECTION METHODOLOGY Pedestr
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For younger pedestrians, the mean w
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Twenty-two pedestrians with mobilit
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Older Pedestrians Table E-8 shows t
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EFFECT OF CHANGING WALKING SPEEDS O
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As shown in Table E-12, major stree
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3.50 ft./sec. Figure E-6. Intersect
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SUMMARY In summary, the key results
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LIST OF TABLES Table/Page F-1/176.
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SITE SELECTION The City of White Pl
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RESULTS Walking Speeds The walking
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cross. That is, at an intersection
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Pedestrians Left in Intersection At
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Table F-11. Pedestrian WALK and cle
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Table F-13. White Plains, New York:
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APPENDIX G: SALT LAKE CITY, UTAH CA
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BACKGROUND Salt Lake City is Utah
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Figure G-2 displays the type of ped
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Table G-2. Walking speeds for pedes
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Pedestrians with Impairments Pedest
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Older Pedestrians Table G-8 shows t
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EFFECT OF CHANGING WALKING SPEEDS O
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Figure G-3. Delay vs. volumes at ca
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Table G-13. Salt Lake City, Utah in
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APPENDIX H: ORANGE COUNTY, CALIFORN
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BACKGROUND Orange County, Californi
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DATA COLLECTION METHODOLOGY Pedestr
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Younger Pedestrians Table H-6 shows
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Pedestrians Left in Intersection At
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Figure H-2 shows the overall averag
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Figure H-2. Delay vs. volumes at ca
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Table H-13. Orange County, Californ
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APPENDIX I: MONROE COUNTY, NEW YORK
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COUNTY OF MONROE DEPARTMENT OF TRAN
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APPENDIX J: NATIONAL COMMITTEE ON U
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3. Add a new Guidance statement rec
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Guidance: Where the pedestrian clea
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Fugger, T.F., B.C. Randles, A.C. St
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