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MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305581159
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
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Chapter 4, Problem 11P
To determine
Definitionsof the given terms and the examples of their uses.
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Define the following terms and cite examples of how they are used:
1. Average daily traffic (ADT)
Define the following terms and cite examples of how they are used:
1. Average annual daily traffic (AADT)
Define the following terms and cite examples of how they are used:
Average annual daily traffic (AADT)
Average daily traffic (ADT)
Vehicle-miles of travel (VMT)
Peak hour volume (PHV)
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Chapter 4 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
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- 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 choicesarrow_forwardDefine the following terms and cite examples of how they are used: 1. Vehicle-miles of travel (VMT)arrow_forwardQ1. Find the Average Daily Traffic (ADT), Average Weekday Traffic (AWT), Average Daily Traffic (AADT) and Average Annual Weekday Traffic (AAWT) from the following table Month Total monthly Total days in Month (days) volume (vehicle) 405k 435k 405k 420k 410k 510k 530k 535k 470k 415k 420k 435k January February March April May June July August September October November December No. of weekdays in month (days) 22 20 22 20 22 20 22 21 21 21 22 20 31 28 31 30 31 30 31 31 30 31 30 31 Total weekend volume (vehicle) 209k 210k 213k 204k 207k 222k 256k 260k 230k 205k 204k 208karrow_forward
- 2. Describe the following types of traffic volume counts and explain when they are used: (a) screen-line counts, (b) cordon counts, (c) intersection counts, and (d) control counts.arrow_forward2. There are two routes in use between Zones 1 and 2. The volume-delay functions for the two routes are as follows: V1 V2 t1 = 22 + 250 t2 = 15 + 150 where t = travel time(minutes) V = traffic volume If the total traffic volume is 6,950 vehicles per hour between the two zones, what are the traffic volumes and travel times on each of the two routes at a user-equilibrium (UE) condition?arrow_forward7. The following table shows traffic flow data collected at the main road in an urban area, in two successive days during the peak period Day one Flow (veh) Day two Time Flow (veh) 7:30 – 7:45 7:45 – 8:00 900 950 960 8:00 – 8:15 1010 1015 8:15 – 8:30 990 980 (a) Determine the peak hour factor (PHF) (b) Estimate the missing traffic flow count (x) on day two.arrow_forward
- Determine the different types of Transportation Softwares/Programs that traffic/transportation engineers use. Please categorize them into subsection according to their usage. Thank you :)arrow_forwardThe average of 24-hour traffic counts collected over a number of days greater than one but less than a year.arrow_forwardSelect and describe the method and equipment you will recommend for traffic volume counts for each of the road sections given below. Give reasons for your recommendations. (a) A private road leading to an industrial development (b) A residential street (c) A rural collector road (d) A section of an interstate highwayarrow_forward
- Transportation The table shows a 15-minute volume counts during the peak hour on an approach of an intersectionarrow_forwardClassify roads based on all functional parameters ( speed , trip length , ..etc)arrow_forwardQ1 The following table show the results of traffic counts for a rural highway at each 10 minutes during one hour, calculate the hour volume and the peak hour factor. Time Counts 7.00-7.10 500 7.10-7.20 575 7.20-7.30 475 7.30-7-40 525 7.40-7.50 425 7.50-8.00 580arrow_forward
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