Question

Due to network-wide construction work zones, road maintenance planners are considering diverting truck traffic from other...

Due to network-wide construction work zones, road maintenance planners are considering diverting truck traffic from other roads to a four-lane highway which has two lanes in each direction and is on a level terrain. The road maintenance planners would like to utilize the maximum possible flow rate and keep the four-lane highway at LOS C, which is the minimum acceptable LOS in the district. The adjusted free flow speed is 60 miles per hour. The peak hour factor is 0.88, and the directional peak-hour volume is 3000 vehicles per hour. The percentages of large trucks, buses and recreational vehicles in the traffic stream are 8, 2 and 1, respectively. The driver population adjustment factor is estimated to be 0.96. How many trucks can be added to the peak-hour directional volume before LOS C is exceeded? Assume that only trucks are to be added. Also, assume that the PHF remains constant.

Homework Answers

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...
Class II two-lane highway needs to be redesigned for an area with rolling terrain. There are...
Class II two-lane highway needs to be redesigned for an area with rolling terrain. There are 380 vehicles traveling in the analysis direction and 300 vehicles are traveling in the opposing direction. The PHF is 0.92. The traffic stream includes 8% large trucks, 2% buses and no recreational vehicles. What is the maximum percentage of no- passing zones effect (fnp) that can be built into the design with LOS D maintained? using vp= V/PHF • fg • fhv NOT vp=...
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....
A four-lane freeway with two lanes in each direction has a measured free-flow speed of 55...
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...
9) An existing rural freeway in level terrain is to be analyzed to determine LOS using...
9) An existing rural freeway in level terrain is to be analyzed to determine LOS using the following information: number of lanes in each direction equals 2, peak hour volume of 2140 veh/h (in the peak direction), 15% trucks, 2% recreational vehicles, PHF = 0.90, lane width = 12 ft, lateral clearance = 10 ft, average interchange spacing is 3 mi.
Answer the following question about a basic freeway segment based on Highway Capacity Manual 2016 (assume...
Answer the following question about a basic freeway segment based on Highway Capacity Manual 2016 (assume right-hand traffic and use U.S. customary units): A six-lane freeway (three lanes in each direction) operates at the maximum service flow rate (MSF) of LOS D conditions during the peak hour with an observed demand volume of 3500 veh/h (one direction). The free flow speed (FFS) of the freeway is estimated to be 65 mi/h. The freeway is on rolling terrain and the traffic...
A freeway segment has the following characteristics: Free flow speed of 65 mph; 3 lanes per...
A freeway segment has the following characteristics: Free flow speed of 65 mph; 3 lanes per direction; Located in rolling terrain; The traffic stream vehicle composition includes 12% trucks, 3% buses, and 85% passenger cars; Directional peak-hour volume of 4080 vehicles, with 1200 vehicles arriving in the highest 15-minute flow-rate period. Given these characteristics, calculate the analysis flow rate and determine the Level of Service (LOS) for the given peak hour conditions (write the letter corresponding to the LOS in...
A four-lane freeway (two lanes in each direction) in rolling terrain has a peak 15-min flow...
A four-lane freeway (two lanes in each direction) in rolling terrain has a peak 15-min flow rate of 1800 veh/h during the peak hour. The traffic stream contains 6% trucks, 3% buses, and 5% recreational vehicles. What is the analysis flow rate (i.e., the peak 15-min demand flow rate under equivalent base conditions in pc/h/ln)?
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
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...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT