![(20 points) Three inbound lanes of I-94 have a capacity of 1,800 passenger cars per hour per lane. It has been determined that the following link travel time equation describes the congestion effects along a particular 1-mile segment: ti mile tol1 + 0.65(V/C)*] minutes.» a) 4. During the morning peak hour, it takes traffic an average of 1.75to minutes to travel that 1-mile segment. What is peak hour volume on the three-lane segment?» Assuming that the current 3-lane volume on this segment is 4,800 passenger cars per hour and to is 1 minute. If one of the three lanes were to be converted to a high-occupancy vehicle (HOV) lane and 25 percent of the current vehicles would be eligible to use it, what would be the travel time in the HOV lane over the 1-mile segment? What would be the travel time in the two remaining lanes? » b)](http://img.homeworklib.com/questions/c0bdc340-73f2-11ea-bbdd-13e59de78d06.png?x-oss-process=image/resize,w_560)
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(20 points) Three inbound lanes of I-94 have a capacity of 1,800 passenger cars per hour...
6.28 A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and...
6.28 A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the traveled pavement. There are five ramps within three miles upstream of the segment midpoint and four ramps within three miles downstream of the segment midpoint. A directional peak-hour volume of 2000 vehicles (primarily commuters) is observed, with 600 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 12% large trucks and...
Multiple Choice Problems (Multiple Sections) 6.38 A six-lane freeway (three lanes in each direction) in rolling...
Multiple Choice Problems (Multiple Sections) 6.38 A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the traveled pavement. There are 5 ramps within 3 mile:s upstream of the segment midpoint and 4 ramp:s within 3 miles downstream of the segment midpoint. A directional peak-hour volume of 2000 vehicles is observed, with 600 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 18%...
transportation design problem 1. A six-lane urban freeway is on level terrain with 12-ft lanes, obstructions...
transportation design problem
1. A six-lane urban freeway is on level terrain with 12-ft lanes, obstructions 3-ft from the right edge of the traveled pavement, and nine ramps within three miles upstream and three miles downstream of the midpoint of the analysis segment. The traffic stream consists primarily of commuters. A directional weekday peak-hour volume of 2800 vehicles is observed with 900 vehicles arriving in the most congested 15-min period. If the traffic stream has 11% large trucks and buses...
A six-lane divided highway (three lane in each direction) is on rolling terrain with two access...
A six-lane divided highway (three lane in each direction) is on rolling terrain with two access points per mile and has 10-ft. lanes, with a 5-ft. shoulder on the right side and a 3-ft. shoulder on the left side. The peak-hour factor is 0.80, and the directional peak-hour volume is 3000 vehicles per hour. There are 6% large trucks, 2% buses, and 2% recreational vehicles. A significant percentage of nonfamiliar roadway users are in the traffic stream (the driver population...
A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions...
A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the pavement. There are 4 ramps within 6 miles. A directional peak-hour volume of 4500 veh/h is observed, with 1250 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 15% heavy vehicles. What is the density and the corresponding level of service (LOS) of the traffic stream? Do not use on the chart...
(15 points) Assume that all volumes shown have been converted to compatible through-car equivalent" values for...
(15 points) Assume that all volumes shown have been converted to compatible through-car equivalent" values for the conditions shown. The phase plan in given in the following. Assume that critical volumes reverse in the other daily peak hour. The Saturation headway is 2 s/veh, start- up lost time is 1.5 s, clearance lost time is 2 s, Cycle length is 90s, only critical volumes shown and all volumes in tvu/h. Please determine: a. Find the appropriate number of lanes for...
Please help with my car traffic simulator! Code that I already have below, I do not know how to...
Please help with my car traffic simulator!
Code that I already have below, I do not know how to start it
off!
public class IntersectionSimulation
{
private final static int EAST_WEST_GREEN_TIME = 30 ;
private final static int[] NORTH_SOUTH_GREEN_TIMES = { 20, 24, 30, 42 } ;
private final static int[] CAR_INTERSECTION_RATES = { 3, 5, 10 } ;
private final static int[] CAR_QUEUEING_RATES = { 5, 10, 30 } ;
private final static int[] EXPERIMENT_DURATIONS = { 3*60, 5*60,...
Beating the traffic All big cities have traffic problems, and many local authorities try to discourage...
Beating the traffic All big cities have traffic problems, and many local authorities try to discourage driving in the crowded city center. If we think of an auto trip to the city center as a good that people consume, we can use the economics of demand to analyze anti-traffic policies. One common strategy is to reduce the demand for auto trips by lowering the prices of substitutes. Many metropolitan areas subsidize bus and rail service, hoping to lure commuters out...
------------------------------------------------------------------------------------------------------------ CODE ALREADY HAVE BELOW--------------------------------------------------------------------------------------- public class LinkedQueue<T>
------------------------------------------------------------------------------------------------------------
CODE ALREADY HAVE
BELOW---------------------------------------------------------------------------------------
public class LinkedQueue<T> implements
QueueADT<T>
{
private int count;
private LinearNode<T> head;
private LinearNode<T> tail;
public LinkedQueue()
{
count = 0;
head = null;
tail = null;
}
@Override
public void enqueue(T element)
{
LinearNode<T> node = new
LinearNode<T> (element);
if(isEmpty())
head =
node;
else
...
check my answers for Networking I came up with these answers, can check my answers Question...
check my answers for Networking I came up with these answers, can check my answers Question 1: General What data rate is needed to transmit an uncompressed 4" x 6" photograph every second with a resolution of 1200 dots per inch and 24 bits per dot (pixel)? 691,200 kb/s 28.8 kb/s 8.29 Mb/s 829 Mb/s Question 2: Layering "Layering" is commonly used in computer networks because (check all that apply): -It forces all network software to be written in ‘C’....
6.28 A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the traveled pavement. There are five ramps within three miles upstream of the segment midpoint and four ramps within three miles downstream of the segment midpoint. A directional peak-hour volume of 2000 vehicles (primarily commuters) is observed, with 600 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 12% large trucks and...
Multiple Choice Problems (Multiple Sections) 6.38 A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the traveled pavement. There are 5 ramps within 3 mile:s upstream of the segment midpoint and 4 ramp:s within 3 miles downstream of the segment midpoint. A directional peak-hour volume of 2000 vehicles is observed, with 600 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 18%...
transportation design problem
1. A six-lane urban freeway is on level terrain with 12-ft lanes, obstructions 3-ft from the right edge of the traveled pavement, and nine ramps within three miles upstream and three miles downstream of the midpoint of the analysis segment. The traffic stream consists primarily of commuters. A directional weekday peak-hour volume of 2800 vehicles is observed with 900 vehicles arriving in the most congested 15-min period. If the traffic stream has 11% large trucks and buses...
A six-lane freeway (three lanes in each direction) in rolling terrain has 10-ft lanes and obstructions 4 ft from the right edge of the pavement. There are 4 ramps within 6 miles. A directional peak-hour volume of 4500 veh/h is observed, with 1250 vehicles arriving in the highest 15-min flow rate period. The traffic stream contains 15% heavy vehicles. What is the density and the corresponding level of service (LOS) of the traffic stream? Do not use on the chart...
(15 points) Assume that all volumes shown have been converted to compatible through-car equivalent" values for the conditions shown. The phase plan in given in the following. Assume that critical volumes reverse in the other daily peak hour. The Saturation headway is 2 s/veh, start- up lost time is 1.5 s, clearance lost time is 2 s, Cycle length is 90s, only critical volumes shown and all volumes in tvu/h. Please determine: a. Find the appropriate number of lanes for...
Please help with my car traffic simulator!
Code that I already have below, I do not know how to start it
off!
public class IntersectionSimulation
{
private final static int EAST_WEST_GREEN_TIME = 30 ;
private final static int[] NORTH_SOUTH_GREEN_TIMES = { 20, 24, 30, 42 } ;
private final static int[] CAR_INTERSECTION_RATES = { 3, 5, 10 } ;
private final static int[] CAR_QUEUEING_RATES = { 5, 10, 30 } ;
private final static int[] EXPERIMENT_DURATIONS = { 3*60, 5*60,...
------------------------------------------------------------------------------------------------------------
CODE ALREADY HAVE
BELOW---------------------------------------------------------------------------------------
public class LinkedQueue<T> implements
QueueADT<T>
{
private int count;
private LinearNode<T> head;
private LinearNode<T> tail;
public LinkedQueue()
{
count = 0;
head = null;
tail = null;
}
@Override
public void enqueue(T element)
{
LinearNode<T> node = new
LinearNode<T> (element);
if(isEmpty())
head =
node;
else
...
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