Question 2. A segment of a two-lane high in Class 1 is on a rolling terrain and has an hourly volume of 1000 veh/h. This value is for both directions. The directional traffic split is taken as 60/40 and the peak hour factor is assumed to be 0.92. Asides the passenger cars, the traffic stream contains 6% large trucks, 3% buses and 6% recreational vehicles. (a) Determine the analysis direction flow rates for ATS and PTSF (2.5 marks) (b) Determine the opposing direction flow rates for ATS and PTSF (2.5 marks)
Question 2. A segment of a two-lane high in Class 1 is on a rolling terrain and has an hourly volume of 1000 veh/h. This value is for both directions. The directional traffic split is taken as 60/40 and the peak hour factor is assumed to be 0.92. Asides the passenger cars, the traffic stream contains 6% large trucks, 3% buses and 6% recreational vehicles. (a) Determine the analysis direction flow rates for ATS and PTSF (2.5 marks) (b) Determine the opposing direction flow rates for ATS and PTSF (2.5 marks)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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