#02 - Cross Walk Discussion - Laserfiche WebLink

Home Browse Search

vi Figure 31. Raised medians and crossing islands can improve pedestrian safety on multilane roads. .......55 Figure 32. Pedestrian signals help accommodate pedestrian crossings on some high-volume or multilane roads....................................................................................................................................................56 Figure 33. Traffic signals are needed to improve pedestrian crossings on some high-volume or multilane roads....................................................................................................................................................56 Figure 34. Curb extensions at midblock locations reduce crossing distance for pedestrians. ...................56 Figure 35. Curb extensions at intersections reduce crossing distance for pedestrians...............................56 Figure 36. Raised crosswalks can control vehicle speeds on local streets at pedestrian crossings............57 Figure 37. Adequate lighting can improve pedestrian safety at night........................................................57 Figure 38. Grade-separated crossings sometimes are used when other measures are not feasible to provide safe pedestrian crossings.....................................................................................................................58 Figure 39. Pedestrian warning signs sometimes are used to supplement crosswalks................................58 Figure 40. Fences or railings in the median direct pedestrians to the right and may reduce pedestrian crashes on the second half of the street...............................................................................................59 Figure 41. Angled crosswalks with barriers can direct pedestrians to face upstream and increase the pedestrian’s awareness of traffic.........................................................................................................59 Figure 42. Pedestrian crosswalk inventory form........................................................................................64 Figure 43. Number of lanes for marked crosswalks...................................................................................65 Figure 44. Marked and unmarked crosswalks had similar traffic ADT distributions................................69 Figure 45. Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily motor vehicle traffic = 10,000...............................73 Figure 46. Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily pedestrian volume = 100........................................73 Figure 47. Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily motor vehicle traffic = 15,000...............................74 Figure 48. Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily motor vehicle traffic = 2,000.................................74 Figure 49 Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily pedestrian volume = 50..........................................75 Figure 50. Response curves with 95 percent confidence intervals based on negative binomial regression model, two lanes with no median, average daily pedestrian volume = 800........................................75 Figure 51. Response curves with 95 percent confidence intervals based on negative binomial regression model, five lanes with no median, average daily motor vehicle traffic = 10,000...............................76 Figure 52. Response curves with 95 percent confidence intervals based on negative binomial regression model, five lanes with no median, average daily pedestrian volume = 100.......................................76 Figure 53. Response curves with 95 percent confidence intervals based on negative binomial regression model, five lanes with no median, average daily motor vehicle traffic = 15,000...............................77 Figure 54. Response curves with 95 percent confidence intervals based on negative binomial regression model, five lanes with no median, average daily pedestrian volume = 150.......................................77