VEHICLE / PEDESTRIAN COLLISIONS
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- Ronald Gordon
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1 Info item No. 1 Crosswalk Safety Advisory Committee March 31, 2016 VEHICLE / PEDESTRIAN COLLISIONS HRM: January December 20 DISCLAIMER: All figures presented in this report reflect the information held on HRP systems at the time of data extraction and are subject to change without notice.
2 Summary 284 vehicle/pedestrian/bicycle collisions were reported in January-December 20 in Halifax Regional Municipality. Of these collisions, 76 involved bicycles. The remaining 208 incidents were strictly vehicle/pedestrian collisions, with 217 pedestrian victims. TOTAL VEHICLE/PEDESTRIAN COLLISIONS IN HRM: 208 TOTAL VEHICLE/PEDESTRIAN VICTIMS IN HRM: 217 TOTAL VEHICLE/PEDESTRIAN COLLISIONS IN HRM IN DECEMBER 20: 32 Note: This report presents strictly vehicle/pedestrian collisions and excludes those incidents involving bicycles.
3 Snapshot 20 January December 20 Month # Incidents Type* # SOTs January 24 February 14 March 12 April May 7 June July 6 August Driver 81 Pedestrian 6 Pending / SUI 0 No SOT 121 TOTAL 208 * Excludes SOTs unrelated to collision (e.g., no insurance) September 22 October 24 November 22 December 32 TOTAL YTD 208
4 Trends Vehicle/pedestrian collisions have increased by 10 incidents since November; in addition, there were 54 fewer incidents in January-December 20 compared to the same period in Vehicle/Pedestrian Collisions January-December January February March April May June July August September October November December
5 Trends 45 Vehicle/Pedestrian Collisions Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
6 Divisions & Districts HRP Central, East and West Divisions saw a reduction in the number of reported collisions in January-December 20 compared to the same period in RCMP Halifax District RCMP Halifax District had 10 more collisions in January-December 20 compared to the previous year. HRM In HRM there was a 20.61% decrease in the number of reported incidents in January- December 20 compared to January- December January-December DIVISION/DISTRICT Change Central East West HRP % Cole Harbour 6 5 Sackville 24 Musquodoboit Hbr. 0 2 North Central 0 0 Sheet Harbour 0 0 Tantallon 3 3 RCMP % HRM TOTAL %
7 HRP Area LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
8 Central Division LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
9 East Division LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
10 West Division LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
11 Cole Harbour LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
12 Sackville LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
13 Musquodoboit Harbour LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
14 Tantallon LEGEND 1 incident 2 incidents 3 incidents 4 incidents 5 incidents
15 Collision Types A smaller proportion of vehicle/pedestrian collisions took place in crosswalks in January- December 20 compared to the previous year. January-December COLLISION TYPE Crosswalks 6 (59.54%) 122 (58.65%) The majority of incidents (56.93%) in January- December 20 did not involve cars turning at an intersection. January-December 20 Turn Direction # % Left % Right % No Turn % Unknown 6 TOTAL 208 % rates exclude unknown cases
16 Injuries 79.26% of the 217 pedestrian victims experienced either no injury or minor injury in the reported incidents in January- December 20. HRM has had five pedestrian fatalities so far this year. No driver injuries were reported. INJURY TYPE (PEDESTRIANS) January-December 20 # % No Injury % Minor % Moderate % Severe % Fatality % Unknown % TOTAL 217
17 Pedestrian Characteristics 51.61% of victims were female. 25.5% of female victims were in the years age range. 22.4% of male victims were in the years age range Vehicle/Pedestrian Collisions - Victims January-December 20 Male Female Under Over 80 * Above chart and figures exclude 9 cases where victim age is unknown
18 Driver Characteristics 45.07% of drivers were in the year age ranges. Males accounted for 65.3% of drivers involved in the reported vehicle/pedestrian collisions. This is in contrast to the proportion of males of approximate driving age in HRM, which is nearly 48% according to the HRM 2011 census Vehicle/Pedestrian Collisions - Drivers January-December Over Male 5 Female 2 1 * Above figures/chart excludes 37 cases where driver sex and/or age is unknown
19 Peak Collision Times In January-December 20 the 7pm-8pm timeframe saw the highest number of reported collisions. Thursdays were peak days for vehicle/pedestrian collisions. Time of Day January-December 20 Day of Week January-December am 2am 4am 6am 8am 10am12pm 2pm 4pm 6pm 8pm 10pm 0
20 Weather & Lighting Conditions 63.6% of the reported collisions in January-December 20 occurred during clear and/or sunny weather conditions Weather & Lighting Conditions January-December % took place during winter conditions % of the collisions took place during daylight Clear/Sunny Overcast Rain/Fog 46.1% of the collisions took place during daylight with clear and/or sunny weather conditions Unknown Winter Note: excludes 54 cases where weather conditions are unknown Daylight Dark
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Design Criteria Data
BURLINGTON VT Latitude = 44.47 N WMO No. 72617 Longitude = 73.15 W Elevation = 341 feet Period of Record = 1973 to 1996 Average Pressure = 29.61 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
RAPID CITY SD Latitude = 44.5 N WMO No. 72662 Longitude =3. W Elevation = 3169 feet Period of Record = 1973 to 1996 Average Pressure = 26.67 inches Hg Design Criteria Data Mean Coincident (Average) Values
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COLUMBIA SC Latitude = 33.95 N WMO No. 7231 Longitude = 81.12 W Elevation = 226 feet Period of Record = 1973 to 1996 Average Pressure = 29.8 inches Hg Design Criteria Data Mean Coincident (Average) Values
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PHILADELPHIA PA Latitude = 39.88 N WMO No. 7248 Longitude = 75.25 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 29.98 inches Hg Design Criteria Data Mean Coincident (Average)
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HONOLULU/OAHU HI Latitude = 21.35 N WMO No. 91182 Longitude =157.9 W Elevation = 16 feet Period of Record = 1967 to 1996 Average Pressure = 29.96 inches Hg Design Criteria Data Mean Coincident (Average)
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MACON/LEWIS WILSON GA Latitude = 32.7 N WMO No. 72217 Longitude = 83.65 W Elevation = 361 feet Period of Record = 1973 to 1996 Average Pressure = 29.66 inches Hg Design Criteria Data Mean Coincident (Average)
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PIERRE SD Latitude = 44.38 N WMO No. 726686 Longitude =1.2 W Elevation = 1742 feet Period of Record = 1973 to 1996 Average Pressure = 28.1 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
INDIANAPOLIS IN Latitude = 39.73 N WMO No. 72438 Longitude = 86.27 W Elevation = 87 feet Period of Record = 1973 to 1996 Average Pressure = 29.15 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
ANCHORAGE AK Latitude = 61.17 N WMO No. 7273 Longitude =15. W Elevation = 131 feet Period of Record = 1973 to 1996 Average Pressure = 29.6 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
DENVER/STAPLETON CO Latitude = 39.75 N WMO No. 72469 Longitude =14.8 W Elevation = 5332 feet Period of Record = 1973 to 1995 Average Pressure = 24.66 inches Hg Design Criteria Data Mean Coincident (Average)
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OKLAHOMA CITY OK Latitude = 35.4 N WMO No. 72353 Longitude = 97.6 W Elevation = 133 feet Period of Record = 1973 to 1996 Average Pressure = 28.62 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
JACKSONVILLE FL Latitude = 3.5 N WMO No. 7226 Longitude = 81.7 W Elevation = 3 feet Period of Record = 1973 to 1996 Average Pressure = 3.1 inches Hg Design Criteria Data Mean Coincident (Average) Values
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SPOKANE WA Latitude = 47.63 N WMO No. 72785 Longitude =117.5 W Elevation = 2366 feet Period of Record = 1973 to 1996 Average Pressure = 27.5 inches Hg Design Criteria Data Mean Coincident (Average) Values
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LOUISVILLE/STANDIFORD KY Latitude = 38.18 N WMO No. 72423 Longitude = 85.73 W Elevation = 489 feet Period of Record = 1973 to 1996 Average Pressure = 29.49 inches Hg Design Criteria Data Mean Coincident
Design Criteria Data
MEDFORD/JACKSON CO. OR Latitude = 42.37 N WMO No. 72597 Longitude =122.8 W Elevation = 1329 feet Period of Record = 1973 to 1996 Average Pressure = 28.61 inches Hg Design Criteria Data Mean Coincident
Design Criteria Data
DAYTON/JAMES M COX OH Latitude = 39.9 N WMO No. 72429 Longitude = 84.2 W Elevation = 14 feet Period of Record = 1973 to 1996 Average Pressure = 28.95 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
SPRINGFLD MO Latitude = 37.23 N WMO No. 7244 Longitude = 93.38 W Elevation = 127 feet Period of Record = 1973 to 1996 Average Pressure = 28.66 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
BIRMINGHAM AL Latitude = 33.57 N WMO No. 72228 Longitude = 86.75 W Elevation = 63 feet Period of Record = 1973 to 1996 Average Pressure = 29.36 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
BOSTON/LOGAN MA Latitude = 42.37 N WMO No. 7259 Longitude = 71.3 W Elevation = 3 feet Period of Record = 1967 to 1996 Average Pressure = 29.95 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
MINNEAPOLIS-ST PAUL MN Latitude = 44.88 N WMO No. 72658 Longitude = 93.22 W Elevation = 837 feet Period of Record = 1973 to 1996 Average Pressure = 29.7 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
MIDLAND TX Latitude = 31.95 N WMO No. 72265 Longitude =2. W Elevation = 2861 feet Period of Record = 1973 to 1996 Average Pressure = 27.3 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
NEW YORK/JOHN F KENNEDY NY Latitude = 4.65 N WMO No. 74486 Longitude = 73.78 W Elevation = 23 feet Period of Record = 1973 to 1996 Average Pressure = 29.98 inches Hg Design Criteria Data Mean Coincident
Design Criteria Data
WASHINGTON/DULLES VA Latitude = 38.95 N WMO No. 7243 Longitude = 77.45 W Elevation = 322 feet Period of Record = 1973 to 1996 Average Pressure = 29.68 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
DES MOINES IA Latitude = 41.53 N WMO No. 72546 Longitude = 93.65 W Elevation = 965 feet Period of Record = 1973 to 1996 Average Pressure = 28.96 inches Hg Design Criteria Data Mean Coincident (Average)
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Design Criteria Data
LANDER/HUNT WY Latitude = 42.82 N WMO No. 72576 Longitude =18.7 W Elevation = 5558 feet Period of Record = 1973 to 1996 Average Pressure = 24.44 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
ALBUQUERQUE NM Latitude = 35.5 N WMO No. 72365 Longitude =16.6 W Elevation = 5315 feet Period of Record = 1967 to 1996 Average Pressure = 24.72 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
DULUTH MN Latitude = 46.83 N WMO No. 72745 Longitude = 92.18 W Elevation = 1417 feet Period of Record = 1973 to 1996 Average Pressure = 28.43 inches Hg Design Criteria Data Mean Coincident (Average) Values
Design Criteria Data
MINOT AFB ND Latitude = 48.42 N WMO No. 727675 Longitude =11.3 W Elevation = 1667 feet Period of Record = 1967 to 1996 Average Pressure = 28.16 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
CHARLESTON/KANAWHA WV Latitude = 38.37 N WMO No. 72414 Longitude = 81.6 W Elevation = 981 feet Period of Record = 1973 to 1996 Average Pressure = 29. inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
LAS VEGAS/MCCARRAN NV Latitude = 36.8 N WMO No. 72386 Longitude =115.1 W Elevation = 2179 feet Period of Record = 1973 to 1996 Average Pressure = 27.67 inches Hg Design Criteria Data Mean Coincident (Average)
Design Criteria Data
PHOENIX/SKY HARBOR AZ Latitude = 33.43 N WMO No. 72278 Longitude =112. W Elevation = 116 feet Period of Record = 1973 to 1996 Average Pressure = 28.72 inches Hg Design Criteria Data Mean Coincident (Average)
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CHICAGO/O HARE IL Latitude = 41.98 N WMO No. 7253 Longitude = 87.9 W Elevation = 673 feet Period of Record = 1967 to 1996 Average Pressure = 29.27 inches Hg Design Criteria Data Mean Coincident (Average)
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RENO/CANNON INTL NV Latitude = 39.5 N WMO No. 72488 Longitude =119.7 W Elevation = 44 feet Period of Record = 1973 to 1996 Average Pressure = 25.57 inches Hg Design Criteria Data Mean Coincident (Average)
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