Please answer quickly and explain well thanks engr Q2An on-line bus stop with one loading area is located farside of an intersection along a ruralroad. The road has two 3.2 m lanes per direction and is on a 5% uphill grade. Parking isnot permitted on the approaches of the intersection and close to the bus stop. Currentlythere are 5 buses serving the route every hour. The following information is given:Dwell timeClearance timeCycle lengthGreen timeHeavy vehiclesTotal volumeLeft turning vehiclesPedestrian-bicycle blockage factorBase saturation flow(a)(b): 120 seconds: 12 seconds: 120 seconds:40 seconds: 20%:550 vehicles/hour:160 vehicles/hour:0.95: 1,900 passenger cars/hour/lane14Determine the capacity of the curb lane.Assuming that the coefficient of variation of dwell times is 0.80 and the failurerate is 5% calculate the capacity of the loading area.S (a)(b)(c)Determine the capacity of the curb lane.Assuming that the coefficient of variation of dwell ones is 0.30 and the failurerate is 5%, calculate the capacity of the leading area.Determine the capacity of the bus stopIf the bus operator plans to add another 2 buses per hour to this route, will the besstop be able to accommodate the additional buser?

a.) Saturation flow rate is calculated by the equationS =…

(a) Determine the capacity of the curb lane. (b) Assuming that the coefficient of variation of dwell times is 0.80 and the failure rate is 5%, calculate the capacity of the loading area. (c) Determine the capacity of the bus stop. (d) If the bus operator plans to add another 2 buses per hour to this route, will the bes stop be able to accommodate the additional buser?