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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
at the beginning of an effective red vehicles are arriving at an approach at the rate of 500 vehh and 16 vehicles are
the saturation flow rate for a pretimed signalized intersection approach is 1800 vehh the cycle length is 80 seconds it
an approach to a signalized intersection has a saturation flow rate of 2640 vehh for one cycle the approach has three
an approach to a signal has a saturation flow rate of 1800 vehh during one 80-second cycle there are four vehicles
vehicles arrive at an approach to a pretimed signalized intersection the arrival rate over the cycle is given by the
at the start of the effective red at an intersection approach to a pretimed signal vehicles begin to arrive at a rate
a left-turn movement has a maximum arrival rate of 200 vehh the saturation flow of this movement is 1400 vehh for this