Three cars travel over a 60 m. section of highway at constant speeds of 19, 20 and 25 m/s. Compute the time mean speed for this condition in m/s (two decimal places). Blank 1 Blank 1 Add your answer
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- Problem 1: There are 12 vehicles observed in a 400 m section of N. Bacalso Avenue. Given that the average time headway is 5 seconds, compute the space mean speed, in kph.QUESTION 13 60 10 15-min Volumes Y 75 40 Lane Configurations SUCP What is the movement capacity of the left turn from the main street if the potential capacity is 1,238 veh/h?A freeway with flow rate ( VP ) = 1600 Pc/hr./In. and free flow speed = 55 %3D mile/hr. the recommended level of service ( LOS ) when you drop on Figure is: * O LOS A LOS D O LOS B LOS C LOS F
- There are 5 vehicles observed in a 100 m section of McArthur highway. If the average time headway is 3.6 sec., compute the space mean speed of the vehicles in kph. Answer in whole number.If the density of traffic in Aurora Blvd. is 25 veh/km and the average headway is 4 sec., compute the space mean speed in kph.Given the observation along the EDSA during rush hour. Mean free speed = 64 kph Jam density = 120 veh/km Determine the density at which the flow of the traffic is minimum O 32 veh/hour O 1920 veh/hour O 60 veh/hour O 960 veh/hour
- The 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 abeanyBased on the following traffic speed frequency table, the mean speed and mode speed are approximately . & respectively. Speed class 30- <40 40- <50 50- <60 60- <70 70- <80 80- <90 90- <100 100- <110 (kph) Frequency 8. 12 20 25 22 15 8.The peak hour factor (PHF) during rush hour along EDSA is 0.90. The highest 5-minute volume is 250 vehicles and the space mean speed is 90 kph. 8] Determine the flow of traffic (in veh/hr). 9] Determine the traffic density (in veh/km). 10] Determine the spacing of vehicles (in meters).
- There are 9 vehicles observed in a 300 m section of McArthur highway. If the average time headway is 4 sec., compute the space mean speed of the vehicles in kph.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 1,8004. Vehicle time headway is 3.5 sec/vehicle and spacing of cars measured at a point along the NLEX, from a single lane of 70 m/vehicle, over the course of an hour. Compute for the traffic density, space mean speed, and the average speed of the traffic.