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
For the activities in the table 16 points shown below. Use (A.O.A) method to find the critical path CP. * Activity Duration Weeks B CD E FM KG 567 5 3 N 3 36 11 16 Followed by DE E F MK KG IJ N NN N ACFGN CFKN CFGN BEKN ADMJN AEKN ADMIN O ADBEKN
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.
What are the major elements in calculating the future trips
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
The table shows the details for a license plate car parking survey. The average bay turnover is approximately Time Bay 0-15 15-30 30-45 45-60 1 3746 9567 9567 2 1602 6602 4424 2329 3 3998 3998 5678 4 7543 4145 7673 8128 8118 9985 3356 6. 2331 2257 8901 7 1004 3892 1013 1013 8 8006 7943 9. 2076 5996 8039 3301 10 3095 1243 5556 3 .a 8 .b 6. .C .d None .e
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
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;

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