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

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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
5-4.. The following traffic count data were taken from a per- manent detector location on a major state highway. 1. 2. 3. 4. 5. Month No. of Total Total Total Weekdays Days in Monthly Weekday Volume in Month Month Volume (days) (days) (vehs) (vehs) 200,000 210,000 215,000 205,000 195,000 193,000 180,000 175,000 189,000 170,000 171,000 Jan 22 31 Feb 20 28 185,000 180,000: 172,000 168,000 160,000 150,000 -175,000 178,000 182,000 176,000 Mar 22 31 30 Apr May Jun 22 21 31 22 30 Jul 23 31 21 31 Aug Sep Oct 22 30 198,000 205,000 200,000 22 31 Nov 21 30 Dec 22 31 From this data, determine (a) the AADT, (b) the ADT for each month, (c) the AAWT, and (d) the AWT for each month. From this information, what can be dis- cerned about the character of the facility and the demand it serves?
A mode choice logit model is to be developed based on the following information. A surveyof travellers in an area with bus service found the following data:Model Parameter Auto BusX1, waiting time (min.) 0 10X2, travel time (min.) 20 35X3, parking time (min.) 5 0X4, out-of-pocket cost (cents) 225 100Ak, calibration constant _0.33 _0.27The following utility functions were calibrated based on an observed mode split of 84.9%private auto use and 15.1% bus use.Utility function: Uk = Ak -- 0.10 X1 - 0.13 X2 - 0.12 X3 - 0.0045 X4After implementing service improvements to the buses, the mode split changed to 81.6%private auto use and 18.4% bus use. Determine a value for the calibration constant for the busmode that reflects this shift in mode split.
im.0
Current Year Future Yeare T[I] = 300e %3D T[II] =1000 %3D T[III] =800 %3D T[IV] = 300 %3D Distribute the trips for inter zonal movement based on Detroit Method.
1. Planners have estimated the following models for the AM Peak Hour T₁ = 1.5 H₁ T; - (1.5 Euj1) + (1 Euthy) + (0.5 Eretj) Where: T - Person Trips Originating in Zone i T₁ = Person Trips Destined for Zone j H Esti Eath Eret Variable 10000 8000 3000 2000 Data Dakotopolis 15000 10000 5000 1500 New Fargo A. What are the number of person trips originating in and destined for each city? B. Normalize the number of person trips so that the number of person trip origins = the number of person trip destinations. Assume the model for person trip origins is more accurate.
Activity 2: Consider the following immediate preceding activity table. Draw the network and calculate the earliest start time, the earliest finish time, the latest start time and the latest finish time of each of the activity. Obtain the critical path. Activity Preceding Activity Estimated occurrence time A 11 A B 3. 7. B D. C,E 2 4. 6 G, I H. L. J.K.L 6365
A small town has two residential zones, A and B producing 900 and 600 work trips respectively. Zones C, D and E are work opportunity zones attraction 900,400 and 200 trips. The travel times between the zones and actual obsrved trips are as shown in the attachment below;
Carry out CPM calculations for the given A-o-A network below to find project duration (days) and the critical path(s). A 3 B C 3 D 5 FS 23 E HS G H 5 9 696 3
There are five possible routes from Shoridan to Mythaca with the following linkperformance functions:t1 = 18 + 4.5x1t2 = 21 + 7.0x2t3 = 26 + 4.9x3t4 = 29 + 3.4x4t5 = 34 + 0.3x5where ti is in minutes and xi is in 1,000 vehicles per hour.a) It is expected that 8,300 vehicles will be making the Shoridan- Mythaca trip in the maximumflow hour, determine the equilibrium flow on the five routes? Will all five routes be used?b) A transportation planner in Mythaca has tried to convert the expected flow and the linkperformance functions above into route floes. His solution includes x1 = 3.50, x2 = 2.82, and x3 =1.58. Do these values seem correct to you?
VS Arrow Diagrams 12. Compute the values of ES, EF, LS, LF, FF, and TF for the activities in the following network. 1 i ET LT ES Mobilize 1 Activity Duration FF/TF Set up 1 3 Set up lights EF ET LT 4 3 Schedule inspection Cut pavement 4 Start traffic control 1 1 5 Make utility repairs 4 6 Inspect 2 repair Backfill and repave 3 Haul off debris 4 8 Finish work 4 245 9
Consider the following plot of cumulative arriving and departing vehicles at a freeway bottleneck location: Vehicles 20,000 15,000 10,000 5,000 0 0 30 60 90 120 150 180 210 240 270 300 330 360 Time (mins) Arrivals (vehs) Departures (vehs) From this plot, determine the following: A. What is the capacity of the bottleneck location? 9000 whole number, i.e. X000.) B. What is the maximum size of the queue that develops? 3250 whole number, i.e. X000.) C. What is the longest wait time that any vehicle experiences during the breakdown? to the nearest whole number, i.e. XX.) (Hint: Provide the answer as a numerical number only in units of vehicles per hour and rounded to the nearest thousand (Hint: Provide the answer as a numerical number only in units of vehicles and rounded to the nearest thousand (Hint: Provide the answer as a numerical number only in units of minutes and rounded

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