Pedestrian Signal Safety - AAA Foundation for Traffic Safety

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116 3. When should you start your crossing at this intersection? _____________________________ 4. Do you prefer one type of pedestrian signal display to the other? (A standard pedestrian signal is displayed below this question <strong>for</strong> the pedestrian’s reference.) Standard Countdown “Flashing” 5. Is the PCD signal helpful to you in crossing the intersection safely? _____ Yes _____ No If no, please provide an explanation ___________________________________________________ ________________________________________________________________________________
APPENDIX C: BROWARD COUNTY, FLORIDA CASE STUDY 117
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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
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six crosswalks experienced a signif
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where: W = duration of WALK indicat
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Gates, Noyce, Bill, and Van Ee expa
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Table 3. Summary of empirical data
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Table 4. Summary of researcher reco
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SITE SELECTION/EFFECT OF DIFFERENT
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Walking Speeds The project team mea
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RESULTS AGENCY SURVEY FINDINGS Deta
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5 0 . 0 % 4 5 . 0 % 4 0 . 0 % 3 5 .
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POSITIVE IMPACTS OF PEDESTRIAN COUN
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• Give third priority to signaliz
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15th-Percentile Walking Speed The 1
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Table 10: Pedestrian signal complia
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Table 12. Older pedestrians remaini
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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
Page 79 and 80: lengths are preferred for pedestria
Page 81 and 82: Table 23. Comparison of the literat
Page 83 and 84: observer was assigned to each inter
Page 85 and 86: APPENDIX A WEB-PEDESTRIAN COUNTDOWN
Page 87 and 88: PURPOSE OF SURVEY The purpose of th
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: PEDESTRIAN SAFETY FOR OLDER PEDESTR
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
Page 137 and 138: BACKGROUND Minneapolis, in southeas
Page 139 and 140: • Lyndale Avenue and Franklin Ave
Page 141 and 142: Table D-2. Walking speeds for pedes
Page 143 and 144: Table D-4. Significance testing of
Page 145 and 146: Table D-7. Frequency and percentage
Page 147 and 148: SURVEY RESULTS A total of 150 pedes
Page 149 and 150: For the major street approaches, LO
Page 151 and 152: 3.50 ft./sec. Figure D-6. Intersect
Page 153 and 154: SUMMARY In summary, the key results
Page 155 and 156: LIST OF TABLES Table/Page E-1/156.
Page 157 and 158: SITE SELECTION Engineering staff fr
Page 159 and 160: DATA COLLECTION METHODOLOGY Pedestr
Page 161 and 162: For younger pedestrians, the mean w
Page 163 and 164: Twenty-two pedestrians with mobilit
Page 165 and 166: 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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For younger pedestrians, the mean w
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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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For younger pedestrians, the mean w
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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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Pedestrian Signal Safety - AAA Foundation for Traffic Safety

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