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a four-lane highway has a normal capacity of 1800 vehicles per hour per lane in the southbound direction a vehicle
a six-lane freeway three lanes in each direction has regular weekday users and currently operates at maximum los c
a four-lane freeway two lanes in each direction is located on rolling terrain and has 12-ft lanes no lateral
a six-lane freeway three lanes in each direction in a scenic area has a measured free-flow speed of 55 mih the
a freeway is being designed for a location in mountainous terrain the expected free-flow speed is 55 mih lane widths
a segment of four-lane freeway two lanes in each direction has a 3 upgrade that is 1500 ft long followed by a 1000-ft 4
an eight-lane freeway four lanes in each direction is on rolling terrain and has 11-ft lanes with a 4-ft right-side
a 5 upgrade on a six-lane freeway three lanes in each direction is 125 mi long on this segment of freeway the
a six-lane multilane highway three lanes in each direction has a peak-hour factor of 090 11-ft lanes with a 4-ft
a multilane highway has four lanes two lanes in each direction and a measured free-flow speed of 55 mih one upgrade is
a four-lane undivided multilane highway two lanes in each direction has 11-ft lanes 4-ft shoulders and 10 access points
a new four-lane divided multilane highway two lanes in each direction is being planned with 12-ft lanes 6-ft shoulders
a six-lane divided multilane highway three lanes in each direction has a measured free-flow speed of 50 mih it is on
a four-lane undivided multilane highway two lanes in each direction has 11-ft lanes and 5-ft shoulders at one point
a class i two-lane highway is on level terrain has a measured free-flow speed of 65 mih and has 50 no-passing
a class i two-lane highway is on level terrain with passing permitted throughout the highway has 11-ft lanes with 4-ft
a class ii two-lane highway needs to be redesigned for an area with rolling terrain during the peak hour 380 vehicles
a four-lane freeway two lanes in each direction operates at capacity during the peak hour it has 11-ft lanes 4-ft
a six-lane multilane highway three lanes in each direction has regular weekday users and currently operates at maximum
you are designing a freeway as a passenger-caronly facility and with ideal roadway characteristics it is estimated that
a pretimed four-phase signal has critical lane group flow rates for the first three phases of 200 187 and 210 vehh
a four-phase traffic signal has critical lane group flow ratios of 0225 0175 0200 and 0150 if the lost time per phase
an intersection approach has a saturation flow rate of 1500 vehh and vehicles arrive at the approach at the rate of 800
in approach to a pretimed signal has 30 seconds of effective red and dd1 queuing holds the total delay at the approach
an approach to a pretimed signal with a 60- second cycle has nine vehicles in the queue at the beginning of the