QI: A traffic signal control is being designed for a four-leg intersection on a divided highway with the characteristics shown in the table below. Determine an appropriate length of all red interval for this intersection. NS Approaches E-W Approaches Median width (m) Number of 3.6 m lanes on each 5.5 3. approach Design speed (km/h) Assume the length of design vehicle is 6 m. 72 56

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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QI: A traffic signal control is being designed for a four-leg intersection on a
divided highway with the characteristics shown in the table below. Determine an
appropriate length of all red interval for this intersection.
N-S Approaches E-W Approaches
Median width (m)
5.5
3
Number of 3.6 m lanes on each
approach
Design speed (km/h)
Assume the length of design vehicle is 6 m.
72
56
Transcribed Image Text:QI: A traffic signal control is being designed for a four-leg intersection on a divided highway with the characteristics shown in the table below. Determine an appropriate length of all red interval for this intersection. N-S Approaches E-W Approaches Median width (m) 5.5 3 Number of 3.6 m lanes on each approach Design speed (km/h) Assume the length of design vehicle is 6 m. 72 56
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