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.
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- d. Different types of traffic counts are carried out, depending on the data's anticipated use to be collected. Select and describe the method and equipment you will recommend for traffic volume counts for each road below. Give reasons for your recommendations. 1. A private road leading to an industrial development 2. A residential street 3. A rural collector road 4. A section of an interstate highwayDescribe the following types of traffic volume counts and explain when they are used: 1. Intersection countsDefine 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) help me pls. Ill upvote thankyou :)
- Describe the following types of traffic volume counts and explain when they are used: 1. Control countsDescribe the following types of traffic volume counts and explain when they are used: 1. Cordon countsRoad Safety According to accident statistics of a certain town over the last three years, the ten intersections having the highest number of accidents are shown in the table below together with the corresponding number of accidents and the total entering vehicles for each intersection. Identify the intersections that may be considered hazardous, using 95% level of confidence. Intersection No. Number of Accidents Daily Entering Vehicles 1 243 15,900 2 220 18,300 3 310 24,000 4 210 13,600 5 239 14,200 6 250 17,120 7 188 13,700 8 360 19,300 9 350 47,900 10 370 17,100
- Define the following terms and cite examples of how they are used: 1. Average daily traffic (ADT)EXAMPLE The accompanying data (Table Q2) shows spot speeds collected at Jalan Duta, Kuala Lumpur. Based on statistícal method, determine the values of the following: i) Arithmetic mean speed ii) Mode speed iii) Median speed iv) Standard deviation Speed Class (km/hr) 10-14.9 15 19.9 20 - 24.9 25-29.9 30 -34.9 35-39.9 No of vehicles 40 - 44.9 45 - 49.9 50 -54.9 55 - 59.9 60 – 64.9 2654 71095641. Ministry of Transportation asked your team to carry out the Traffic Assignment using the given vehicle trips (Table 1) and highway network (Figure 1). Try to find minimum paths for every zone pairs and assign the traffic using the "All-or-Nothing" method. Table 1. Vehicle trips by auto Origin zone 1 2 3 4 5 6 7 569 620 310 477 343 226 7.5 2 4447 2645 2593 1773 932 443 3.5 3 3 Destination zone 804 439 414 369 292 130 2.5 5 8 4 1549 1658 1592 3887 1444 5022 $ 3 5 522 248 310 852 1358 707 6 573 189 409 526 2253 1218 7 475 119 209 219 1356 1409
- 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 roundedThe following cross-classification data have been developed for a European city transportation study area. House Hold (HH) Autos/HH (%) Trip Rate/Auto (%) Income Trips (%) ($) High Med Low O1+2 0 1 +2 HBW HBO NHB 10,000 0 30 70 48 48 4 2.0 6.00 28.5 38 34 28 50 | 4 72| 24 2.5 7.5 30.0 38 2 53 45 20,000 30,000 40,000 50,000 50 50 00 19 81 7.5 12.0 39.0 20 50 34 28 10 70 20 4.0 9.0 33.0 35 34 31 20 75 5 1 32 57 5.5 10.5 36.0 27 35 38 37 60,000 70 30 43 40 0010 90 8.0 13.0 41.0 16 44 Develop the family of cross-classification curves and determine the number of trips produced (by purpose) for traffic zone containing 1000 houses with an average household income of $30,000. (Use high = 55,000; medium 25,000; low = 15,000.)Road Safety According to accident statistics of a certain town over the last three years, the ten intersections having the highest number of accidents are shown in the table below together with the corresponding number of accidents and the total entering vehicles for each intersection. Identify the intersections that may be con sidered hazardous, using 95% level of confidence. Intersection No. Number of Accidents Daily Entering Vehicles 243 15,900 18,300 24,000 13,600 14,200 1. 2. 220 3 310 4. 210 239 17,120 13,700 19,300 47,900 17,100 6. 250 188 8 360 9. 350 10 370