Lion heen construcied belweh the mainland and an island The total costareluding tolls) to travel across the bridge is expressed as C- 50+0.5V, where Vistheber o veh/h and C'is thc cost/veh in cents. The demand for travel across the bridueis V 2500-10CO Determine the volume of traffle across the bridge.a toll of 25 cents is added, what s the volume across the bridge? What volumeWould be expected with a 50 cent increaseAelbooth is to be added, thus reducing the travel time to cross the bridge. The newnction is C- 50 + 0.2V. Determine the volume of traffic that would cross thebridge.d Determine the toll to yicld the highest revenue for demand and supply function inpart (a), and the associated demand and revenue.

Volume=V=2500 - 10C Supply or cost function: C =50 + 0.5Vso,EquilibriumV=2500 - 10C50 + 0.5VSolve…

ner of veh/h and -2500-10C Determine the volume of traffic across the bridge. toll of 25 cents is added, what is the volume across the bridge? ould be expected with a 50 cent increase? tollbooth is to be added, thus reducing the travel time to cross the b st function is C-50+0.2V. Determine the volume of traffic that ridge. Determine the toll to yield the highest revenue for demand and sup art (a), and the associated demand and revenue.

ner of veh/h and -2500-10C Determine the volume of traffic across the bridge. toll of 25 cents is added, what is the volume across the bridge? ould be expected with a 50 cent increase? tollbooth is to be added, thus reducing the travel time to cross the b st function is C-50+0.2V. Determine the volume of traffic that ridge. Determine the toll to yield the highest revenue for demand and sup art (a), and the associated demand and revenue.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Traffic engineering
Q2 / Find the number of lane for the design roadway given the following traffic data: ADT = 7651 vehicles/hour in both direction, - 2% grade , K = 12% , D= 55% , Truck = 30%, Busses = 10% , Normal growth for design period = 30% , Generated growth = 20%, Development traffic = 250% , Track = 2 PCU , Busses Capacity = 1300 PCU / hour / lane. %3D %3D 3 PCU and Ideal %3D %3D
For this exercise, you are to design a roadway that is to carry 100,000 people a day (excluding truck occupants) – 50,000 in design direction. The vehicles that carry these people include; (1) personal vehicles (average occupancy of 1.2 people per car) 2-2 kip single axles, and (2) buses with 2-22 kip single axles (assume they are filled with an average of 40 passengers). There are also trucks on the roadway and all trucks have 1-40 kip triple axle, 1-32 kip tandem axle, and 1-8 kip single axle. You know that the soil CBR is 6, the initial PSI is 4.5 and the TSI is 2.5. Other values to be used:  All drainage coefficients = 1.0  Reliability = 90%  Overall standard deviation of traffic = 0.50  Concrete Modulus of Elasticity = 5.5 million lb/in2  Concrete Modulus of Rupture = 750 lb/in2  PCC load transfer coefficient = 3.0 Design a rigid and flexible pavement, to last 15 years, for a four-lane road (four lanes in design direction) with 400 trucks per day in the design direction, and…
B) What is the purpose of study two from following:- 1- Annual average daily traffic. 2- Design hourly volume. 3- Average daily traffic.
Explain how agency benefits of a transportation project is estimated? Use a toll highway project to outline your proposed method.
QUESTION 6 Because of the placement of garbage cans and benches, the effective walkway width of the 20 ft wide corridor has been reduced to 12 feet. If the hourly passenger demand is 8,750, what is the expected LOS? O A Ов O C OD OF OF
only 2nd one
QUESTION 3 Q2-B) For safety purposes, the mall has decided to build an exclusive pedestrian walkway so the bus users can reach the mall without going through the parking area. If you were asked to design this walkway and were provided with the following design data and criteria: • Desired level of service is LOS B • Average pedestrian speed = 3.5 km/hr. • Pedestrian peak hour volume in peak direction = 973 pedestrians. • No pedestrian platooning was observed; and • The grade of the walkway is assumed to be level. Determine the minimum reguired width of the walkway
Determine the breakeven travel time to the nearest 0.1 hours for the following conditions: Vehicle 1: Direct Haul Operating Cost = $69/hour; Vehicle Capacity = 6.47 tons Vehicle 2: Transfer Station Cost = $6.3/ton; Trailer Operating cost = $240/hour; Trailer Capacity = 30 tons
What are your three alternatives for reducing the delays caused by traffic? Which of these two options is superior, and why?
A site is planned to have a bank with 750m² of gross floor area, a theatre that can lawfully accommodate 300 persons and a retail store with 7,000 m² of gross floor area. The total minimum parking space requirements as per the City of Hamilton's by-laws are (provide your answer to no decimal places):
11 please help will upvote