Question

A multilane highway has four lanes (two lanes in each direction) and a measured free-flow speed...

A multilane highway has four lanes (two lanes in each direction) and a measured free-flow speed of 55 mi/h. One upgrade is 3% and 2 miles long. Trucks are not permitted on the highway, but there are 5% buses in the directional peak hour volume of 1900 vehicles with a peak hour factor of 0.80. What is the calculated density of the highway, assuming familiar drivers are in the traffic stream?

0 0
Add a comment Improve this question Transcribed image text
Answer #1

Given,

Free Flow Speed, FFS = 55 mph

Number of lanes in each direction = 2

Peak Flow, V = 1900 veh/hr

Peak-hour factor = 0.80

No Trucks

Buses = 5 %

3% upgrade and 2 miles long

EB = 2.5

fHV = 1/ (1 + 0.05 (2.5-1)) = 1/1.075 = 0.93

fP = 1.0

Peak Flow Rate, Vp = V / (PHV*n*fHV*fP) = 1900/(0.93*2*0.80*1.0) = 1276.88 ~ 1277 veh/hr/ln

Vp < 1400

S = FFS = 55 mph

Density = Vp/S = (1277) / (55) = 23.22 veh/mi/ln

Hence Level of Service is C

Density of LOS C should lie between 18 – 26 veh/mi/ln

Add a comment
Know the answer?
Add Answer to:
A multilane highway has four lanes (two lanes in each direction) and a measured free-flow speed...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • A four-lane freeway with two lanes in each direction has a measured free-flow speed of 55 mi/hr. ...

    A four-lane freeway with two lanes in each direction has a measured free-flow speed of 55 mi/hr. The peak-hour factor is 0.80 and there are 6% trucks, 2% buses, and 2% recreational vehicles in the traffic stream. One upgrade is 5% and 0.5 miles long. A traffic engineer has determined that the freeway is operating at capacity on this upgrade during the peak hour. If the peak-hour traffic volume is 3900 vehicles, what value for the driver population adjustment factor...

  • 6.27 An undivided multilane highway segment has two 11-ft lanes in the eastbound direction with n...

    6.27 An undivided multilane highway segment has two 11-ft lanes in the eastbound direction with no shoulders and a 55 mi/h speed limit. This highway segment has 17 access points on a 0 625 mile, 4% upgrade During the highest 15 minutes of traffic flow within the peak-hour there are 720 cars, 56 single-unit trucks, and 24 tractor-trailer trucks. What are the estimated speed, density, and level of service of this upgrade? 6.27 An undivided multilane highway segment has two...

  • A divided multilane highway is a recreational area (fp = 0.90) has four lanes (two lanes...

    A divided multilane highway is a recreational area (fp = 0.90) has four lanes (two lanes in each direction) and is on rolling terrain. The highway has 10-ft lanes with a 6-ft right-side shoulder and a 3-ft left-side shoulder. The posted speed is 50 mi/h. Formerly there were 4 access points per mile, but recent development has increased the number of access points to 12 per mile. Before the development, the peak-hour factor was 0.95 and the directional hourly volume...

  • 6.28 A multilane undivided highway is on level terrain and has two lanes in the northbound direct...

    6.28 A multilane undivided highway is on level terrain and has two lanes in the northbound direction. The posted speed limit is 55 mi/h and there are 11-ft lanes, 3-ft right shoulders, and 8 access points per mile. The highway operates at capacity during the peak hour with 20% heavy vehicles and a peak-hour factor of 0.925. What is the peak-hour demand volume? 6.28 A multilane undivided highway is on level terrain and has two lanes in the northbound direction....

  • 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...

  • An eight-lane freeway (four lanes in each direction) is on rolling terrain and has 11-ft lanes...

    An eight-lane freeway (four lanes in each direction) is on rolling terrain and has 11-ft lanes with a 4-ft right-side shoulder. The total ramp density is 1.5 ramps per mile. The directional peak-hour traffic volume is 5400 vehicles with 400 large trucks and 6% buses. The peak- hour factor is 0.92. It has been decided that large trucks will be banned from the freeway during the peak hour. How much will the ban reduce expected traffic density and the level...

  • 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 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...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT