- Asked 2/20
- 2073 Shrawan · 8 marks
Webster signal: roads H and F, 3 s and 4 s headways
Short answer
Saturation flows are 1200 and 900 PCU/h, giving Y=0.611. With assumed 2 s amber/lost time per phase and 15 s all-red, L=19 s, so optimum cycle 86.1 s, adopt 90 s. Effective green 71 s split as 38.7 and 32.3 s; displayed greens 39 and 32 s plus 2 s ambers.
The average normal flow of traffic on cross roads H and F during design period are 400 and 250 PCU per hour, the saturated headway on these roads are estimated as 3 secs and 4 secs respectively. The all red time required for pedestrian crossing is 15 secs. Design two phase traffic signal by Webster's method.
Saturation flow from the saturation headway: road H PCU/h; road F PCU/h.
Step 1: Flow ratios
Flow ratio for each approach; the larger value in a phase is the critical one.
| Phase | Approach | q | s | y = q/s |
|---|---|---|---|---|
| Phase 1 | Road H | 400 | 1200 | 0.333 |
| Phase 2 | Road F | 250 | 900 | 0.278 |
Step 2: Lost time
The lost time and amber are not given. An amber of 2 s per phase is assumed and the lost time per phase is taken as 2 s (equal to the amber), plus the all-red period for pedestrians = 15 s per cycle.
Step 3: Optimum cycle time (Webster)
Adopt C = 90 s.
Step 4: Green times
Total effective green s, divided in proportion to :
Displayed green start-up loss (so that ):
| Phase | Effective g (s) | Start-up loss (s) | Green G (s) | Amber (s) |
|---|---|---|---|---|
| Phase 1 | 38.7 | 0.0 | 39 | 2 |
| Phase 2 | 32.3 | 0.0 | 32 | 2 |
Check: 39 + 2 + 32 + 2 + 15 = 90 s.
Phase diagram
Cycle = 90 s
Road H: [ GREEN 39 ][A 2][ RED 49 ]
Road F: [ RED 41 ][ GREEN 32 ][A 2][ ALL-RED 15 ]
Pedestrians: [ DON'T WALK 75 ][ WALK 15 ]
✓ Answer checked by Claude Opus 5.5 (high effort)
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