Assign the peak hour OD trips on the given road network. Use All-or-Nothing traffic assignment to determine the resulting link volumes.
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- QUESTION 1 The approaches of a 4-leg signalized intersection are configured with 1 NB lane, 1 SB lane, 1 EB lane, and 1 WB lane and each of these lanes serves LT, TH, and RT movements. The following volumes and phasing are provided. approach EB WB NB SB movement LT TH RT LT TH RT LT TH RT LT TH RT volume 120 480 160 80 560 100 20 200 40 12 160 48 2 6 What is the critical sum for the EB/WB barrier?5. Find the level of service of the following road: (45 points) ▪ ▪ 6-lane multilane highway, terrain: 2 miles long 4% upgrade, speed limit: 55 mi/h lanes: 11ft, a two-way left-tum lane in the median, right shoulder: 5 ft, PHF: 0.90 peak hour traffic volume in each direction: 4500 veh/h with 10% SUTs and 5% TTs ▪ 30 access points in 2 miles ▪ Solution ET = 2.745 fHV = 0.792 Vp 2104 pc/h/In FFS = 50.15 mph c = 2083 pc/h/In S = 46.13 mph D = 45.61 pc/mi/In LOS F2) Given the following data for five traffic analysis zones (TAZ): Zone Production Attraction 1 1 2 4 The travel times are as follows: 5 13 min 20 min 15 min 450 600 270 325 0 9 min 7 min 5 min 3 400 750 120 0 350 Determine the trips on the following: T1-3 and T2-5.
- A three-zone city has the following characteristics: Zone 1 Zone 2 Zone 3 Initial travel time factors are Production Travel time (min) Fij 500 600 200 Distances (time): 1-2: 10 min 2-3: 15 min 3-1: 20 min Distribute the trips using the gravity model. 10 80 Attraction 15 60 400 800 100 20 40Using the following trip distribution matrix and road network: a) Identify the minimum path between each TAZ pair. b) Estimate the traffic flow on each linkDesign traffic repetitions value in msa.
- 1. 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 1409Urban principles arterial system serves trips of moderate length true or falseGiven an arterial with 20 consecutive signals, spaced at 1,500 ft with vehicles moving at 50 ft/s, which coordination scheme is the best: simultaneous, altenate, or double alternate? What cycle length should be used?
- 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 $9001. 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.From the following cross section notes where SSis 1.5H:1V and width of highway is 20.00 meters at every station. Determine the following: 1. Total road volume using end area 2. Total road volume using prismoidal formula 3. Total road volume using prismoidal correction Cross -Section Notes STA 5+100 - 6.2 -6.0 -12.0 -5.3 0.0 -4.0 10.0 -8.8 -X - 4.2 -2.0 8.0 STA 5+160 -5.0 -8.0 -6.5 0.0 -7.6 -X Draw the cross-section of profile of roadway per station.