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Fixed-time two-phase signal: optimum cycle and greens

Short answer

Y=0.610, L=11 s, optimum Webster cycle 55.1 s, adopted 60 s. Phase 1 (N-S) green 31 s, amber 3 s; Phase 2 (E-W) green 22 s, amber 4 s.

A four-legged right angled intersection is to be signalized with a fixed time 2-phase signal. The design hour flow and saturation flow are as under:

North (N)South (S)East (E)West (W)
Design hour flow900500800700
Saturation flow2500200032003000

The lost time is 2 seconds per phase due to starting delays and amber time for north-south and east-west are 3 seconds and 4 seconds respectively. Determine the optimum cycle time. Allocate the green times to the two phases.

Phase 1 = North-South, Phase 2 = East-West.

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 1North90025000.360 (critical)
Phase 1South50020000.250
Phase 2East80032000.250 (critical)
Phase 2West70030000.233
Y=0.360+0.250=0.610Y = 0.360 + 0.250 = 0.610

Step 2: Lost time

Lost time per phase = start-up loss 2 s + amber (3 s for N-S, 4 s for E-W).

L=(2.0+3.0)+(2.0+4.0)=11.0 sL = (2.0+3.0) + (2.0+4.0) = 11.0\ \text{s}

Step 3: Optimum cycle time (Webster)

C0=1.5L+51−Y=1.5(11.0)+51−0.610=55.1 sC_0 = \frac{1.5L + 5}{1 - Y} = \frac{1.5(11.0) + 5}{1 - 0.610} = 55.1\ \text{s}

Adopt C = 60 s.

Step 4: Green times

Total effective green =C−L=60−11.0=49.0= C - L = 60 - 11.0 = 49.0 s, divided in proportion to yy:

g1=yY(C−L)=0.3600.610(49.0)=28.9 sg_{1} = \frac{y}{Y}(C-L) = \frac{0.360}{0.610}(49.0) = 28.9\ \text{s} g2=yY(C−L)=0.2500.610(49.0)=20.1 sg_{2} = \frac{y}{Y}(C-L) = \frac{0.250}{0.610}(49.0) = 20.1\ \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 128.92.0313
Phase 220.12.0224

Check: 31 + 3 + 22 + 4 = 60 s.

Phase diagram

|       P1 green 31       | A3 |   P2 green 22   |  A4  |

✓ Answer checked by Claude Opus 5.5 (high effort)

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