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Synthesis of Safety for Traffic Operations - Transports Canada

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<strong>Synthesis</strong> <strong>of</strong> <strong>Safety</strong> <strong>for</strong> <strong>Traffic</strong> <strong>Operations</strong> March 2003<br />

CHAPTER 7: BICYCLE SAFETY<br />

Wheeler (1992)<br />

Wheeler (1992) examined the effectiveness <strong>of</strong> advanced stop lines <strong>for</strong> cyclists at three<br />

signalized intersections in the United Kingdom. An advance stop line provides cyclists<br />

with a four to five metre storage area downstream <strong>of</strong> the stop line <strong>for</strong> vehicles, thereby<br />

permitting cyclists to advance through the intersection be<strong>for</strong>e motor vehicles, reducing<br />

the risk <strong>of</strong> conflict. The layout <strong>of</strong> a typical advance stop line is shown in Figure 7.1.<br />

Ped. Crosswalk<br />

Bicycle Lane<br />

Motor Vehicle Lane<br />

4m - 5m<br />

FIGURE 7.1: Typical Layout <strong>of</strong> an Advance Stop Line <strong>for</strong> Cyclists<br />

The pavement markings, as shown in Figure A, were supplemented with advance<br />

warning signs, and an auxiliary traffic signal head placed at the “setback” stop line <strong>for</strong><br />

motor vehicle traffic. The auxiliary signal head was comprised <strong>of</strong> a typical three-section<br />

signal head supplemented with a fourth section that displayed a green bicycle symbol<br />

while the approach rested in “red”. The idea was to indicate to cyclists that they may<br />

proceed to the downstream stop line (where the primary and secondary heads were<br />

visible and displaying a red indication). Site selection was not based on an unusually<br />

high incidence <strong>of</strong> cyclist crashes.<br />

A naïve be<strong>for</strong>e-after analysis <strong>of</strong> crash frequency was employed to assess the safety<br />

impacts <strong>of</strong> the advance stop lines. The results are shown in Table 7.1.<br />

Page 89

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