Assume h=1.8 sec/veh. Pedestrian demand for all approaches is 120 per hour, pedestrian speed is 4 ft/sec, deceleration rate = 9 ft/s², reaction time is 1.5 sec, vehicle length is 20 ft. Use 12 seconds lost time per phase. Estimate the desired Cycle length using Time Budget Method 375 One way PHF -0.8 Target V/C-0.85 Medium Pedestrian 45 mph WB and NB 60 ft Crosswalk width-11 ft Level grades Phase 2 One way 60 ft 1,200 300 2,105 ↑ Phase 1 ור
Assume h=1.8 sec/veh. Pedestrian demand for all approaches is 120 per hour, pedestrian speed is 4 ft/sec, deceleration rate = 9 ft/s², reaction time is 1.5 sec, vehicle length is 20 ft. Use 12 seconds lost time per phase. Estimate the desired Cycle length using Time Budget Method 375 One way PHF -0.8 Target V/C-0.85 Medium Pedestrian 45 mph WB and NB 60 ft Crosswalk width-11 ft Level grades Phase 2 One way 60 ft 1,200 300 2,105 ↑ Phase 1 ור
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Assume h=1.8 sec/veh. Pedestrian demand for all approaches is 120 per hour, pedestrian
speed is 4 ft/sec, deceleration rate = 9 ft/s², reaction time is 1.5 sec, vehicle length is 20 ft.
Use 12 seconds lost time per phase. Estimate the desired Cycle length using Time Budget Method
375
One way
PHF -0.8
Target V/C 0.85
Medium Pedestrian
45 mph WB and NB
60 ft Crosswalk width=11 ft
Level grades
Phase 2
One way
60ft
1,200
300-
2,105
t
Phase 1
ורו
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