The five-leg roundabout shown below was the scene of 850 accidents in 2004. The annual average daily traffic is shown in the corresponding route OD table. Determine the accident rate of the roundabout. A B D 9,000 11,000 8,500 500 9,040 1,400 2,600 5,800 890 910 D 12,000 400 1,220 E 450 100 2,500
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- The average daily traffic entering the España – Governor Forbes intersection is 27000. If the accident rate is 8945 per million entering the vehicles (MEV), find the total number of accidents in 4 years. a. 352 612 b. 342 612 c. 332 612 d. 322 612The following figure shows the Level of Service (LOS) criteria for a multilane highway segment. If the free flow speed is 45 mph and the analysis flow rate is 1800 passenger cars per hour per lane (pc/h/In). What is the actual speed and density of the traffic flow at this specific location? What is the LOs of the location? 70 free-flow Seed 60 mih 56 mi 50 mih 45 mih LOS A 60 50 40 30 20 pomit 45 400 800 1200 1600 2000 2400 Flow Rate (pc/h/in) (uju) paads eg-buasseg abeany5-10. The following travel times were measured for vehicles traversing a 1,000-ft segment of an arterial: Vehicle Travel Time (s) 20.6 2. 21.7 1 3 19.8 4 20.3 5 22.5 6 18.5 7 19.0 8 21.4 Determine the time mean speed (TMS) and space mean speed (SMS) for these vehicles.
- Analyze the unsignalized intersection below and calculate the optimum cycle length if the intersection will be signalized. Approach E W N S Maximum no. of lanes 5 5 4 4 Direction Through left Through left Through left Through left N Total volume pcu/hr 1,480 370 860 586 1,360 494 2,030 265 Sat. flow rate pcu/hr/lane 2,400 1,700 2,400 1,700 2,200 1,800 2,200 1,800Traffic at a certain intersection is 2076 cars per day. A consultant has told the city that traffic is expected to grow at a continuous rate of 4% per year. How much traffic will be expected at the end of 7 years O a. 15113.28 O b. 2746.82 O c. 2732 O d. 2747 O e. 15113Vehicles at a stop sign require 7 second headway to cross the main street that is located 300 meters downstream from a signalised intersection. If the average flow rate of the main street is 600 vehicle per hour, the min headway is 2.5 seconds and vehicle bunching with 70% free vehicles. What is the probability that a headway will be greater than 7 seconds? O a. 0.105 O b. 0.291 O c. 0.078 O d. 0.204 O e. 0.285
- 8 The number of accidents for 5 years recorded in a certain intersection is 5883. If the average daily traffic is 489, determine the accident rate. Round off to the nearest whole number.2) 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 new freeway ramp meter will be installed on the Medina onramp to westbound SR 520. There is 70 ft from the ramp meter stop line back to the nearest intersection, and each stopped vehicle takes up an average of 20 ft. The desired meter rate is one vehicle every 10 seconds, while the arrival rate averages one vehicle arrival every 11 seconds. What is the average queue length? 55ft O 4.5 ft 100ft 90ft
- Data on traffic accident recorded on a certain intersection for the past 5 years has an accident of 4160 per million entering vehicles. If the average daily traffic entering the intersection is 504, find the total number of accidents during 5-year period. Use L=10 miles. a. 3862 b. 38.62 c. 3826 d. 38.264. The three traffic zones A, B, and C shown here have interchanges AB = 10, BC = 15, and CA = 20 (nondirectionally). Growth factors of 2, 3, and 1 are forecast for zones A, B, and C, respectively. Using the Fratar method, compute the zonal interchanges in the forecast year. 10 nine 20 15 COn a four legs rotary intersection, the width of both crossed urban streets is equal to 10.0m in each direction. Assume the central island circumference equals 157m, and a circulating width equals 12.0m. Calculate the control delay (seconds) using the Jordanian empirical method based on the following peak hour traffic volumes: Leg U-Turn L-Turn Through R-Turn EB 145 172 1056 409 WB 132 285 1793 462 NB 56 120 476 192 SB 96 149 582 221 • Round your answer to the nearest two decimal places. Answer: 14.332