Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
Author: Garber
Publisher: CENGAGE L
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Question
Chapter 4, Problem 22P
To determine
The number of parking bays in the parking lot.
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Data collected at a parking lot indicate that a total of 300 cars park between 8 a.m. and 5 p.m. 5% of these cars are parked for an average of 2 hr, 20% for an average of 3 hr, 10% for an average of 4 hr, and the remaining cars are parked for an average of 9 hr. (a) Determine the space-hours of demand at the lot. (b) If 10% of the parking bays are vacant on average (between 8 a.m. and 5 p.m.) at the parking lot, determine the number of parking bays in the parking lot. Assume an efficiency factor of 0.90. (c) The owner of the parking lot is planning an expansion of her lot to provide adequate demand for the following 10 years. If she has estimated that parking demand for all categories will increase by 3% a year, determine the number of additional parking bays that will be required.
Help me fast please
1. A total of 5,000 person-trips are made between a commercial district and a residential area during
the PM peak hour. Commuters have two modes available, including private automobile and a light-
rail transit system. The following utility function was calibrated using data from the study area from
users of these two modes:
U 3D -0. 50T1 — 0. 50T, — 2. 00С
Data summarizing the operational characteristics and costs associated with each mode are provided in
the following table.
Private
Light-Rail
Parameter
Automobile
Transit
= in-vehicle travel time (min.)
10
T1
T2 = excess time (min.)
C = out-of-pocket cost (dollars)
15
5
10
5.00
2.00
Determine how many trips will be made by each travel mode based on these characteristics.
Chapter 4 Solutions
Traffic and Highway Engineering - With Mindtap
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- When using the parking space hour supply equation, you must take into account efficiency of the facility during its highest demand period. What is the average efficiency factor that must use if you are addressing curb parking? youarrow_forwardScheduled maintenance will close two of the four westbound lanes of a freeway during one weekday for the period from 9:00 AM to 4:00 PM. The demand on the two lanes are as follows: Time Demand, vph 9:00-10:00 AM 4000 10:00-11:00 AM 3500 11:00-12:00 NN 2500 12:00-1:00 PM 2000 1:00-2:00 PM 2000 2:00-3:00 PM 2000 3:00-4:00 PM 2000 If the estimated capacity of the 4 lanes with 2 lanes open is 2960 vph, a. compute the time when maximum queue occurs. 11:00 AM b. compute the maximum queue formed. 1580 vehicles c. compute the maximum length of queue if the average length of cars is equal to 5 meters. 1975 m Show all necessary diagrams and solutions.arrow_forwardThe table below displays the data obtained from a one-hour in-out car parking survey of 100 bays. The initial count is 10 cars. The total average occupancy is about % . Time (min.) 0-10 10-20 20-30 30-40 40-50 50-60 In Out 3 4 7 6 1 2 2 3 1arrow_forward
- Complete answerarrow_forwardi need the answer quicklyarrow_forward16. A bus line operates in mixed traffic and caries 4000 passengers per peak hour at an average speed of 10 mi/h. Typically each bus makes two scheduled stops per mile and is interrupted by the traffic- control system and other vehicles six times per mile. Given an average occupancy of 50 persons per bus and a 5-mi trip, calculate the number of buses needed to serve the passenger demand and the total amount of fuel consumed during a typical peak hour.arrow_forward
- Complete solution.arrow_forwardData collected at a parking lot indicate that a total of 300 cars park between 8 a.m. and 6 p.m. 10% of these cars are parked for an average of 2 hr, 30% for an average of 4 hr, and the remaining cars are parked for an average of 10 hr. 1. Determine the space-hours of demand at the lot.arrow_forwardThrough the Walla Walla Road to the entrance of the E-1 parking lot at the University of Washington, vehicles begin to arrive from 7:40 A.M. at a uniform deterministic rate of 480 vph until 8:20 A.M. and from then on at 120 vph. It takes 10 seconds for a vehicle to go through the paying process at the gate. If the parking lot is open at 8:00 A.M., determine (a) when the queue will dissipate, (b) the total delay, (c) the average delay, (d) the maximum queue length (in vehicles), and (e) the longest vehicle delay under FIFO. Show your results graphically. [Hint: D/D/1 analysis]arrow_forward
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