Question

A six- lane freeway (three lanes in each direction) in a scenic area has a measured...

A six- lane freeway (three lanes in each direction) in a scenic area has a measured free- flow speed of 55 mi/ h. The peak- hour factor is 0.80, and there are 7% SUTs and 3% TTs in the traffic stream. One upgrade is 4.5% and 1.5 mi long. Free-flow speed is 70 mph. If the peak- hour traffic volume is 3900 vehicles, determine level of service?

Homework Answers

Answer #1

Free Flow Speed (FFS) = 70 mph

Measured free flow speed = 55 mph

Number of lanes in each direction = 3

Peak Flow, V = 3900 veh/hr

Peak-hour factor = 0.80

SUTs = 7%

TTs = 3 %

4.5% Upgrade 1.5 mi long

fHV = 1/ (1 + 0.07 (3.5-1) + 0.03 (4-1)) = 1/1.265 = 0.79

fP = 1.0

Peak Flow Rate, Vp = V / (PHV*n*fHV*fP) = 3900/ (0.80*3*0.79*1.0) = 2056.96 ~ 2057 veh/hr/ln

S = FFS

S = 55 mph

Density = Vp/S = (2057) / (55) = 37.4 veh/mi/ln

LOS E

Density of LOS E should lie between 36 – 45 veh/mi/ln

Know the answer?
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
Similar Questions
A six-lane divided multilane highway (three lanes in each direction) has a measured free-flow speed of...
A six-lane divided multilane highway (three lanes in each direction) has a measured free-flow speed of 50 mi/h. It is on mountainous terrain with a traffic stream consisting of 7% large trucks and buses and 3% recreational vehicles. The driver population adjustment in 0.92. One direction of the highway currently operates at maximum LOS C conditions and it is known that the highway has PHF=0.90. 1. Determine the hourly volume for these conditions. 2. How many vehicles can be added...
A segment of four-lane freeway (two lanes in each direction) has a 3% upgrade that is...
A segment of four-lane freeway (two lanes in each direction) has a 3% upgrade that is 450 m long followed by a 300-m 4% upgrade. It has 3.6 m lanes and 0.9 m shoulders. The directional hourly traffic flow is 2000 vehicles with 5% large trucks and buses (no recreational vehicles). The total ramp density for this freeway segment is 1.45 ramps per kilometer. If the peak hour factor is 0.9 and all of the drivers are regular users, what...
A segment of four-lane freeway (two lanes in each direction) has a 3% upgrade that is...
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% upgrade. It has 12-ft lanes and 3-ft shoulders. The directional hourly traffic flow is 2000 vehicles with 3% SUTs and 3% TTs. The total ramp density for this freeway segment is 2.33 ramps per mile. if the peak-hour factor is 0.90, what is the level of service of this compound-grade freeway segment?
A segment of four-lane freeway (two lanes in each direction) has a 3% upgrade that is...
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% upgrade. It has 12-ft lanes and 3-ft shoulders. The directional hourly traffic flow is 2000 vehicles with 3% SUTs and 3% TTs. The total ramp density for this freeway segment is 2.33 ramps per mile. if the peak-hour factor is 0.90, what is the level of service of this compound-grade freeway segment?
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 11% heavy vehicles. The peak-hour factor is 0.95. It has been decided that heavy vehicles will be banned from the freeway during the peak hour. What will the freeway’s density and level of service ben before and after the ban? (Assume...
Traffic has ground to a halt on one direction of a six-lane freeway (three-lanes in each...
Traffic has ground to a halt on one direction of a six-lane freeway (three-lanes in each direction). The state Department of Transportation (DOT) reports that it observed from the state patrol helicopter a density of the stopped traffic of 52.8 veh/lane/mi. What would you expect that the average spacing of vehicles is?
A northbound two-lane (one direction) segment of freeway currently has a measured density of 32.0 pc/mi/ln...
A northbound two-lane (one direction) segment of freeway currently has a measured density of 32.0 pc/mi/ln and a measured FFS of 65 mi/h. The peak-hour factor is 0.95, the traffic stream contains 7% single-unit trucks and 3% tractor-trailer trucks. The freeway segment is on a 3.5% upgrade that is ¾ of a mile long. With the peak-hour factor unchanged, how many trucks (assuming the same ST/TT split) can be added to the peak hour before capacity is reached?
An urban circumferential freeway is to be designed on the basis of the following information: design...
An urban circumferential freeway is to be designed on the basis of the following information: design year average annual daily traffic, AADT = 75,000 veh/day; the estimate of the percent of traffic occurring during the peak-hour is 9%; the percent of peak-hour traffic in the heavier direction is estimated to be 55%. The traffic mixture is expected to be similar to the current mixture of 7% trucks, 3% buses and no recreational vehicles. The PHF is estimated to be 0.9....
An 8-lane freeway has a peak hour volume of 2800 vehicles. One particular 8-mile section of...
An 8-lane freeway has a peak hour volume of 2800 vehicles. One particular 8-mile section of the freeway with free flow speed of 60.255 mph and a peak hour factor of 0.9. Seven percent (7%) of the peak hour traffic is single unit trucks and three percent (3%) is tractor trailers. Assume commuter drivers and rolling terrain. Find service flow rate___ pc/ hr/ ln level of service ____ density ____ veh / mile
Determine the level of service for the following freeway segment: 6 total lanes (in both directions),...
Determine the level of service for the following freeway segment: 6 total lanes (in both directions), rolling terrain, 11' lanes, obstructions 2' from the right of the travel lane, 1.5 diamond interchanges per mile, commuter traffic. There are 15% large trucks and 15% RVs. The directional hourly volume is 2200 vehicles/hour. The peak hour factor is 0.70