Question

For the given intersection, lost time is equal to 3.5 sec per phase and Y+AR is equal to 3 sec. Width of each lane is 10 feet.

425 110 300 130 80 380 95 440

Estimate the signal timings for the intersection assuming a four phase operation.

Phase A: serves north - south left turns only

Phase B: serves north - south traffic (no left turns permitted)

Phase C: serves east - west left turns only

Phase D: serves east - west traffic (no left turns permitted) Assume the prevailing saturation flows as follows: s(TH+RT) = 1600; s(LT) = 1200

0 0
Add a comment Improve this question Transcribed image text
Answer #1

2g1 30 380 To solve a ven fare, to af? imi 1- Y Ro Total re Rma To ran the Sign Rmin tma 8 0 10 95 440 130 380 ons volune in11o 2 .21 s し2 (3.sxy), /-C.:.en, TO td lss|-47rne lys. 2 le Lna 1-0, 113 く10 2 110 0.315 922 S. 巧0 2 0113 (1-k) 2Mts 28o2 43,2 13 ses RI 78 Phase-A 11 2 Phase-B 1 31 24S R3 Phasa-c 4 6 3 2 30 Co 2912

Add a comment
Know the answer?
Add Answer to:
For the given intersection, lost time is equal to 3.5 sec per phase and Y+AR is equal to 3 sec. W...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • 4. For the traffic characteristics shown below, determine suitable phase lengths for the intersection using the...

    4. For the traffic characteristics shown below, determine suitable phase lengths for the intersection using the Webster method. For each approach, assume one dedicated left-turn lane, one through lane, and one through-right lane North A South A h East A Left Tunm Through Movement Right Turn 135 415 138 162 559 167 West Approach 135 514 370 131 -PHF = 0.95 Left-turn factor 1.4 -Right-turn factor-1.0 -PCE for buses and trucks =1.6 -Truck percentage-3% for westbound traffic and zero otherwise...

  • SKAB / SKAA 3842 - 3- Q2. (a) Table Q2 below gives the flow and saturation...

    SKAB / SKAA 3842 - 3- Q2. (a) Table Q2 below gives the flow and saturation flow for all approaches (in pcu/hr) at unsignalised junction in Kluang district. The influence of heavy vehicles, turning movements and all other factors have already been considered. All approaches consist of one exclusive right turn lane (RT), one straight-through traffic (ST) and one straight- through shared with left turn (STLT). Table Q2: Traffic volume at unsignalised junction in Kluang district Approach NORTH SOUTH WEST...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT