NYMTC Regional Pedestrian Safety Study - New York Metropolitan ...

NYMTC Regional Pedestrian Safety Study - New York Metropolitan ... NYMTC Regional Pedestrian Safety Study - New York Metropolitan ...

07.11.2014 Views

place of a permanent design or operational safety improvement. Pedestrian Bridges and Underpasses: Grade separation can be useful when pedestrian and/or vehicular traffic volumes or speeds make controlled at-grade crosswalks undesirable - if the pedestrian can be persuaded to use them. However, they are expensive and often the space needed for access to the bridge or underpass is not available. A 1965 study by Moore and Older (reported in Campbell et al., 2004) found that a slight increase in the time needed to cross the roadway by bridge discouraged the majority of pedestrians from using it, and that no one used a bridge if the crossing time increased 50 percent over the at-grade alternative. Pedestrians were more willing to go out of their way to use an underpass or subway. The study indicated that up to 80 percent of the pedestrians would use an underpass if the time required was about 130 percent or less than that of the alternative route (perhaps because the less onerous down ramp or stair came first). In order to be effective, pedestrian bridges and tunnels must be a part of the natural walking path; ideally the walker should be unaware of the fact that he is diverting from the most direct route. Other problems with bridges and underpasses occur when they are not well designed. These may include lack of ramps for access of wheelchairs and other wheeled vehicles and accoutrements (e.g., strollers, grocery cars, bicycles), gradients that are too steep, poorly designed railings, lack of sound screening from traffic (besides adding to discomfort, the sound can prevent the visually-impaired from hearing oncoming pedestrian or bicycle traffic), poor drainage in underpasses causing them to flood during severe weather conditions, and ramp terminals without level areas to allow wheelchairs and bicycles to stop before going into adjacent streets. NYCDOT has developed a toolbox of measures for correcting this last problem for bridges under their jurisdiction (see Section 3.3). 5.2.2 Speed Reduction The faster a vehicle is traveling when it strikes a pedestrian, the greater the likelihood of a serious injury or fatality. The obvious approach to lowering speed is to reduce the speed limit. However, research has found that the observed speed reduction was only a quarter or less of the reduction in the speed limit. Police enforcement of speed limits is costly and has its limitations also; drivers lower their speed only when they are aware of the enforcement. (Leaf and Preusser, 1999) In contrast, if the roadway is designed for a lower design speed, motorists will generally drive slower without police enforcement for their own safety and control. Thus, lower design speed is usually selfenforcing, making it both less expensive and more effective. Figure 5.7 Impact of Speed on Pedestrian Fatalities NYMTC Pedestrian Safety Study 62

Speed management through engineering measures is probably the single most effective way to increase safety for all modes. Fatalities increase exponentially with speed. Speed-related factors that affect pedestrian safety include impact speed, stopping distance, and driver’s narrowing field of vision. A policy change or a change in a design standard that leads to fewer pedestrian crashes may not cost anything. For example, almost all Seattle arterial streets are designed to a 48 km/h (30 mi/h) design speed, which is the legal speed limit unless otherwise posted. This is one of the reasons Seattle has one of the lowest pedestrian fatality rates in the nation; Seattle has made a commitment to safety as the number one priority. In this section, three miscellaneous approaches to reducing speed will be discussed, followed by a longer section on traffic calming. Approaches to Reducing Speed Reduced Speed Zones: The use of reduced speed zones in areas with a large number of vulnerable pedestrians is an old practice for school zones. NYCDOT has a demonstration project involving 10 schools to test 20 mph and 15 mph zones near schools. A similar concept could be considered for senior zones, in areas where a large number of seniors walk. Such senior zones could involve other modifications, such as increased crossing times at signalized intersections. However, the walking patterns and locations of seniors are different from those of children; while children can be expected to walk in the vicinity of schools during school hours, seniors walking patterns are more diffuse and not confined to specific areas or times. NYCDOT policy is to examine conditions on a site-by-site basis and implement special treatments for seniors when found appropriate. Thus, if a higher proportion of seniors are found in a location, the signal timing will be adjusted to better meet their needs. However, NYCDOT’s policy is to not demark senior zones. If a reduced speed zone is implemented, the driver should be alerted through traffic calming methods and/or by flashing beacons. In cases where the reduced speed zone applies during specific times, such as school zones, the flashing beacons should be activated only during those times. As noted above, in order to be effective, the reduced speed zone should be reinforced by engineering measures, such as traffic calming. Speed Monitoring Displays (SMD): An SMD is a speed monitoring radar combined with an LED sign that informs approaching drivers at what speed they are traveling. Typically the speed limit is also included. A Utah study (Saito, 2005) found that they reduced both average speeds and the percent of vehicles over the speed limit in school zones. A similar study of their use in work zones found that they reduced speeds by six percent (about four mph); they were most effective in the first week after implementation (Saito, 2003). Curve Radius: One common pedestrian crash type involves the right turning vehicle at an intersection. The concept of a reduced radius is simple and basic - control speed through geometry. Instead of accommodating the vehicle with a large sweeping turn, a tighter radius will force the driver to negotiate the turn at a slower speed and with increased reaction time. There are also the added benefits of a shorter pedestrian crossing distance and more sidewalk area. The turn radius should be designed within the context of the turning area, whether it needs to NYMTC Pedestrian Safety Study 63

Speed management through engineering measures is probably the single most effective way to<br />

increase safety for all modes. Fatalities increase exponentially with speed. Speed-related factors<br />

that affect pedestrian safety include impact speed, stopping distance, and driver’s narrowing field<br />

of vision. A policy change or a change in a design standard that leads to fewer pedestrian<br />

crashes may not cost anything. For example, almost all Seattle arterial streets are designed to a<br />

48 km/h (30 mi/h) design speed, which is the legal speed limit unless otherwise posted. This is<br />

one of the reasons Seattle has one of the lowest pedestrian fatality rates in the nation; Seattle has<br />

made a commitment to safety as the number one priority.<br />

In this section, three miscellaneous approaches to reducing speed will be discussed, followed by<br />

a longer section on traffic calming.<br />

Approaches to Reducing Speed<br />

Reduced Speed Zones: The use of reduced speed zones in areas with a large number of<br />

vulnerable pedestrians is an old practice for school zones. NYCDOT has a demonstration<br />

project involving 10 schools to test 20 mph and 15 mph zones near schools. A similar concept<br />

could be considered for senior zones, in areas where a large number of seniors walk. Such senior<br />

zones could involve other modifications, such as increased crossing times at signalized<br />

intersections. However, the walking patterns and locations of seniors are different from those of<br />

children; while children can be expected to walk in the vicinity of schools during school hours,<br />

seniors walking patterns are more diffuse and not confined to specific areas or times. NYCDOT<br />

policy is to examine conditions on a site-by-site basis and implement special treatments for<br />

seniors when found appropriate. Thus, if a higher proportion of seniors are found in a location,<br />

the signal timing will be adjusted to better meet their needs. However, NYCDOT’s policy is to<br />

not demark senior zones.<br />

If a reduced speed zone is implemented, the driver should be alerted through traffic calming<br />

methods and/or by flashing beacons. In cases where the reduced speed zone applies during<br />

specific times, such as school zones, the flashing beacons should be activated only during those<br />

times. As noted above, in order to be effective, the reduced speed zone should be reinforced by<br />

engineering measures, such as traffic calming.<br />

Speed Monitoring Displays (SMD): An SMD is a speed monitoring radar combined with an<br />

LED sign that informs approaching drivers at what speed they are traveling. Typically the speed<br />

limit is also included. A Utah study (Saito, 2005) found that they reduced both average speeds<br />

and the percent of vehicles over the speed limit in school zones. A similar study of their use in<br />

work zones found that they reduced speeds by six percent (about four mph); they were most<br />

effective in the first week after implementation (Saito, 2003).<br />

Curve Radius: One common pedestrian crash type involves the right turning vehicle at an<br />

intersection. The concept of a reduced radius is simple and basic - control speed through<br />

geometry. Instead of accommodating the vehicle with a large sweeping turn, a tighter radius will<br />

force the driver to negotiate the turn at a slower speed and with increased reaction time. There<br />

are also the added benefits of a shorter pedestrian crossing distance and more sidewalk area. The<br />

turn radius should be designed within the context of the turning area, whether it needs to<br />

<strong>NYMTC</strong> <strong>Pedestrian</strong> <strong>Safety</strong> <strong>Study</strong> 63

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