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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 s=3600/3=1200s = 3600/3 = 1200 PCU/h; road F s=3600/4=900s = 3600/4 = 900 PCU/h.

Step 1: Flow ratios

Flow ratio y=q/sy = q/s for each approach; the larger value in a phase is the critical one.

PhaseApproachqsy = q/s
Phase 1Road H40012000.333
Phase 2Road F2509000.278
Y=0.333+0.278=0.611Y = 0.333 + 0.278 = 0.611

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 RR = 15 s per cycle.

L=(0.0+2.0)+(0.0+2.0)+15=19.0 sL = (0.0+2.0) + (0.0+2.0) + 15 = 19.0\ \text{s}

Step 3: Optimum cycle time (Webster)

C0=1.5L+51−Y=1.5(19.0)+51−0.611=86.1 sC_0 = \frac{1.5L + 5}{1 - Y} = \frac{1.5(19.0) + 5}{1 - 0.611} = 86.1\ \text{s}

Adopt C = 90 s.

Step 4: Green times

Total effective green =C−L=90−19.0=71.0= C - L = 90 - 19.0 = 71.0 s, divided in proportion to yy:

g1=yY(C−L)=0.3330.611(71.0)=38.7 sg_{1} = \frac{y}{Y}(C-L) = \frac{0.333}{0.611}(71.0) = 38.7\ \text{s} g2=yY(C−L)=0.2780.611(71.0)=32.3 sg_{2} = \frac{y}{Y}(C-L) = \frac{0.278}{0.611}(71.0) = 32.3\ \text{s}

Displayed green G=g+G = g + start-up loss (so that ∑G+∑I+R=C\sum G + \sum I + R = C):

PhaseEffective g (s)Start-up loss (s)Green G (s)Amber (s)
Phase 138.70.0392
Phase 232.30.0322

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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