In: Civil Engineering
A divided multilane highway in a recreational area (fp=0.90) has four lanes (two lanes in each direction) and is on a rolling terrain. The highway has 3 m lanes with a 1.8 m right-side shoulder and a 0.9 m left-side shoulder. The posted speed limit is 80 km/h. Formerly there were 3 access points per km, but recent development has increased the number of access points to 9 access points per km. Before development, the peak-hour factor was 0.90 and the directional hourly volume was 2400 vehicles with 8% large trucks and buses and 5% recreational vehicles. After the development, the peak-hour directional flow is 2800 vehicles with the same vehicle percentages and PHF. What is the level of service before and after the development?
-For the before condition, the free-flow speed is:
-For the before condition, the analysis flow rate is:
-For the before condition, the LOS is:
-For the after condition, the free-flow speed is:
-for the after condition, the analysis flow rate is:
-For the after condition, the LOS is: