Please answer parts A, B, C, and D. Please and thank you! Tabulation of average daily and average weekly counts made with automatic traffic counter on arural state highway is given as follows:MonthActual CountMonthActual Count(Ave. Daily)(Ave. Daily)January1100July3900February1060August4400March1200September3400April1300October1900May1400November2000June2400December1500Day of WeekAve. Daily CountDay of WeekAve. Daily CountSunday380Thursday470Monday630Friday680Tuesday430Saturday430Wednesday470Convert the following counts to Average Daily Counts for the year:a. 450 vehicles were counted on Monday, May 23, 2022b. 550 vehicles were counted on Sunday, October 16, 2022c. 600 vehicles were counted on Tuesday, November 22, 2022d. 500 vehicles were counted on Wednesday, December 14, 2022

To convert the given counts to Average Daily Counts for the year, we need to use the information…

Answered: Tabulation of average daily and average…

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter4: Traffic Engineering Studies

Section: Chapter Questions

Problem 10P

See similar textbooks

Similar questions

Using Enumeration Method - list all paths and total duration. Activity Predecessor Normal time Normal cost Crash time Crash cost Max Crash Time Slope A - 12 $200 9 $350 B A 8 $300 8 $300 C A 9 $250 7 $450 D B 6 $400 5 $600 E B,C 5 $150 4 $225 F C 10 $500 9 $650 G D,E,F 8 $400 6 $900
The table below shows data obtained in a travel time study on a section of highway using the moving-vehicle technique. Estimate (a) the travel time and (b) the volume in each direction at this section of the highway. Choices for northward: Tn = 5.9, 6.2, 5.2, 4.9 Vn = 535, 505, 514, 555 Choices for southward: Ts = 6.2, 5.2, 4.9, 5.9 Vs = 555, 535, 505, 517 Help me pls. I will upvote, Badly need your help. Thankyou :)
What are the major elements in calculating the future trips
Give 1 concrete example of the following: Trip Generation Trip Distribution Modal Split Traffic Assignment
Given 1000 trips, how many trips should be assigned to route 4 using the constant assignment ratio? Route Time in hours 1 1 2 1.5 3 2 4 2.5 5 3
The table below shows the hourly volumes obtained from a short-term traffic count station and their corresponding hourly expansion factors (HEFs). DEFs for Friday and Saturday are 8.5, and 8.7 respectively; and MEF is 1.655. Compute the AADT a. 26447 b. none c. 28450 d. 15501 e. 33121
A work-mode-choice model is developed from data acquired in the field in order to determine the probabilities of individual travelers selecting various modes. The mode choices include automobile drive alone (DL), automobile shared-ride(SR), and bus (B). The utility functions are estimated as: UDL = 2.6 – 0.3(costDL) – 0.02(travel time DL) USR = 0.7 – 0.3(costSR) – 0.04(travel time SR) UB = –0.3(costB) – 0.01(travel time B) where cost is in dollars and time is in minutes. The cost of driving an automobile is $5.50 with a travel time of 21 minutes, while the bus fare is $1.25 with a travel time of 27 minutes. How many people will use the shared-ride mode from a community of 4500 workers, assuming the shared-ride option always consists of three individuals sharing costs equally?
Design Hourly Volume (DHV) is the projected hourly volume that is used for design. This volume is taken as a percentage of choose one of the following the average annual traffic the average weekley traffic the average daily traffic none of the given choices
The table shows the details for a license plate car parking survey. The average bay turnover is approximately ……………….. . a. 2.8 b. 2.3 c. 3.8 d. 4.3
1. What is the value of the second distribution at BA? a. 0 b. -7.249 c. -4.645 d. 11.14 2. What is the value of the second distribution at BC? a. 0 b. -6.495 c. -3.886 d. 11.14 3. What is the value of the second distribution at CB? a. 0 b. -6.495 c. -4.645 d. 11.14
For 300 trips, assign them using constant assigntment ratio Route Hours 1 1.1 2 1.2 3 1.3 4 1.4 5 1.5
What are the different types of information which you can derive from distance time graph of severalvehicles on a traffic stream? Explain with examples

SEE MORE QUESTIONS

Recommended textbooks for you

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS