Improving Pedestrian Safety at Unsignalized Crossings (2006) / Chapter Skim
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Pages 22-26
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From page 22... ...
The development of those recommendations, along with the pedestrian treatment guidelines (which use the signal warrant criteria as part of the guidelines) is discussed in Appendix O
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To compare with Warrant 3, this value was adjusted to a highest approach value by assuming a 75/25 directional distribution split. d The minimum minor road volume occurs when the major street volume is approximately 1,050 veh/h or more or at 750 veh/h when the community is less than 10,000 or the speed on the major road exceeds 40 mph (64 km/h)
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The pedestrian signal warrant also included the same reduction factor until the 1988 revision. • Pedestrian Delay.
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The traffic volumes were provided both in numeric format and plotted on a chart with the relevant curves for Signal Warrant 2 (4-hour vehicular volume) and Warrant 3 (peak hour)
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From page 26... ...
• The revised warrant should consider the operating or posted speed on the major roadway. • Several participants commented on treating pedestrians and vehicles equally.
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