Question 2: The collected data in Table (1) from speed and delay studies by floating carmethod on a segment of urban road of length 3.5km, running North-South are given intable below:Table (1) Collected field dataTrip No. Direction Journeyof TripTotalNo. ofNo. ofNo. oftimestoppeddelayMin. sec.vehiclesvehiclesvehiclesMin. sec.overtaking overtakenfrom opp.direction1N-S6 321 4047268S-N7 141 5031863N-S6 501 30280S-N7 402 0012006 101 102 22N-S3250S-N8 001707N-S6 281 4022908.S-N7 301 402160Estimate the average travel time for North -South and South – North directionsrespectively.

Characteristics of traffic occupying the roads are basically determined by various traffic studies…

Answered: Estimate the average travel time for…

Engineering

Civil Engineering

Estimate the average travel time for North -South and South - North directions respectively.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Can I get help to solve this question too, please?

A: ParkingExplanation:Step 1:Step 2: Step 3: Step 4:

Q: Given the utility expression UK AK - 0.05Ta - 0.04TW - 0.03T, - 0.02C where Ta is the access time,…

A: Given the utility expression is as follows: UK=AK-0.05Ta-0.04Tw-0.03Tr-0.02C

Q: QUESTION 13 60 10 15-min Volumes V 75 Lane Configurations What is the movement capacity of the left…

A: Potential Capacity: The potential capacity is the capacity of the roadway at which the vehicles…

Q: A bus line has stops at every intersection, 200 m apart. The speed of traffic and of the buses…

Q: A 14-km streetcar line travels eastbound and westbound in shared ROW, and in each direction, it has…

A: To compute the percent of change in operating speed and cycle speed due to the new designs, we need…

Q: Passenger car arrive at the stop sign at an average rate of 280 per hour. Average waiting time at…

Q: The table below shows the number of vehicles observed on a corridor over each 15-minutes during the…

A: Given:Required:Peak hour factor

Q: During peak hours, 3800 vehicles pass through a certain highway from 9:00 AM to 11:00 AM, withspace…

Q: Given the following transportation network and the production/attraction data in each zone. 3 min 3…

A: Let number of trips that originated from zone 3 and ends in zone 1 be P3/1

Q: The results of the travel time study are summarized in the following table. For this data: a.…

A: Data Given: Asked: Time and delay results Average travel and running speed

Q: The speed of the traffic flowing past EDSA between the hours of noon and 7:00pm is approxima…

Q: The speed of the traffic flowing past EDSA between the hours of noon and 7:00pm is approximately…

A: To Find :- at what hours traffic movement is slowest? V = t3-9t2+15t+40

Q: It was estimated that the number of trips between north Davis and the campus during the 8-9 AM peak…

A: Values of βm are:Auto: 4.50Unitrans: 3.0Bicycle: 2.50 Cost:8 minutes Auto trip = $5.50 25 minutes…

Q: Question 1: Table (1) shows the time and distance for 10 vehicles. Determine the 1-Tim Mean Speed…

A: Total number of vehicles = 10 The time and distances of all the vehicles are given.

Q: It was estimated that the number of trips between north Davis and the campus during the 8-9 AM peak…

A: Values of βm are: Auto: 4.50 U nitrans: 3.0 Bicycle: 2.50 Cost:auto trip: 8 minutes = $5.50…

Q: The spot speed data on the corridor was collected as shown in the Table below. Spot speed (mph)…

A: Spot speed of vehicle 1, Spot speed of vehicle 2, Spot speed of vehicle 3, Spot speed of vehicle 4,…

Question

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1- Introduction

VIEW

Step 2 - Determination of mean values

VIEW

Step 3 - Average travel time

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Hello, Can I get an answer for this question please?
The Table below shows the data collected on a urban highway in Accra during a speed study. Develop the frequency histogram and the frequency distribution of the data and determine: i. The arithmetic mean speed ii. The standard deviation The median speed The mode or modal speed iii. iv. The 85th-percentile speed v. ** use the intervals of 34 - 35.9, 36– 37.9, 38– 39.9 and so on.... Speed (km/h) Speed (km/h) Car Speed (km/h) Car Car Car Speed (km/h) No. No. No. No. 35.1 46.1 56.0 23 24 45 47.8 67 44.0 54.2 46 47.1 68 49.1 45.8 25 52.3 47 34.8 69 49.2 44.3 26 57.3 48 52.4 70 56.4 36.3 27 46.8 49 49.1 37.1 71 48.5 57.8 36.8 45.4 48.6 6 54.0 28 50 72 42.1 29 51 65.0 73 8. 50.1 30 55.8 52 49.5 74 52.0 51.8 50.8 9 31 43.3 53 52.2 75 49.8 10 32 55.3 54 48.4 76 63.4 11 38.3 33 39.0 55 42.8 77 60.1 12 44.6 34 53.7 56 49.5 78 488 13 45.2 35 40,8 57 48.6 79 52.1 14 41.1 36 54.5 58 41.2 80 48.7 15 35.1 37 51.6 59 48.0 81 61.8 16 50.2 38 51.7 60 58.0 82 56.6 17 54.3 39 50.3 61 49.0 83 48.2 18 45.4…
A subway line has the following characteristics: Line length: 30 km 16 2 km 30 sec 3 min/terminal 80 km/h 1.4 m/sec2 1.25 m/sec2 Number of stations: Station spacing: Station dwell time: Minimum terminal time Maximum train speed: Deceleration rate: Acceleration rate: If the headway of the service is 5 minutes: I. II. Find the number of TUs needed for the service as well as the terminal times. The service provider needs to reduce the number of transit units by two through skip- stop operations while maintaining the same service headway on Major stations. Determine number of stops that can be operated as skip stops to satisfy the ervice provider's needs.
The average that the toll guy gives the change is 20 sec. But this depends if the driver is a beautiful girl. Given an average arrival rate of 150 veh/h arriving at an exponential rate, determine the average length in queue. (Hint: Use M/M/1 Queuing) O 5 veh 6 veh 7 veh 4 veh
Question 4 Vehicles begin to arrive at a border gate at 06h50 with a deterministic arrival rate of λ (t) = 5.2 - 0.01t (λ is in vehicles per minute and t in minutes after 06h50). However, the gate opens at 07h00 and serves vehicles at a rate of μµ(t) =3.3 + 2.4t (with t in minutes after 07h00 and u in vehicles per minute). Once the service rate reaches 10 vehicles per minute, it stays at that level for the rest of the day. ● ● Illustrate the operational characteristics of the vehicle queue-delay on a (cumulative) vehicle-Time graph. When will the queue that forms be dissipated? What will be the maximum queue length? Determine the total delay.
A bus route has stops at every intersection, 200 m apart. The speed of traffic and of the buses except for their stopping at bus stops is 30 km/h, but for every stop, buses lose a total of ts=20 seconds. Passengers are uniformly distributed along the route and walk to/from its stops at a speed of Vw= 4.8 km/h. a. How would a passenger's total travel time (consider only access to stops and travel on buses) change if every other stop was abandoned (i.e., the spacing between stops was increased from 200 m to 400 meters, if the average trip length on the line is: i) 4 km; ii) 6 km; and iii) 8 km? b. For what passenger trip length Lp will the total travel time remain the same?
Determine the traffic flow if 100 cars pass a known location during 10 s.
None
The following travel times are measured for vehicles as they cross the highway 2.0 miles long. Calculate time average speed (TMS) and average speed space (SMS) for this data. Why is SMS always lower than TMS?
During 5 successive 1.07 min intervals, a runner moves at the following constant speeds: 0,396 km/min, 0.248 km/min, 0.160 km, 0.160 km/min, and 0.320 km/ Compute the total distance traveled and the average speed.