A segment of Class I two-lane highway has the following known characteristics: • Demand Volume =...
2. A class 1, 30mile long rural two-lane highway segment is in rolling terrain. Peak demand is 900 vph (total for both directions), with a 70:30 directional split, and consists of 20% trucks (no rv's or busses). The PHF is 0.80. There are 80% no passing zones, and the base free-flow speed is 55 mi/h. Lane and shoulder widths width are 11 and 2 ft, respectively. There are 6 access points per mile. a) Estimate the average travel speed in...
CEN 334-Traffic Engineering Spring 2019 Beaudry Due HCM Chapter 12: Two-Lane Highways A 3-mile segment of Class I two-lane highway has the following conditions: 1. 1700 veh/hr (two-way volume) .10 access points per mile 6% trucks, 4% RVs . 30% no-passing zones BFFS- 50 mph 70/30 directional split Rolling terrain - Typical weekday commuters · PHF 0.90 11 ft lane widths 4-ft right shoulder lateral clearance . a. Using the HCM procedures for two-lane highways and SHOWING ALL WORK, calculate...
Q3. A Class I two-lane highway has a base free-flow speed of 110 km/h. Lane width is 3.35 m and shoulder width is 0.6 m. There are 5 access points per km. The roadway is located in rolling terrain with 40% no-passing zones. The two-way traffic volume is 600 veh/hr with PHF = 0.86. The directional split is 60/40. Traffic includes 8% trucks and 2% recreational vehicles. Determine the level of service (LOS).
Problem #2 A section of a six-lane highway (3 in each direction) with a two-way-left-turn lane (TWLTL) is being designed. Determine the level of service if the following data are applicable to this section. Traffic Data: • • • Directional design hour volume = 3600 veh/h (all are passenger cars) Peak-Hour-Factor (PHF) = 0.94 Base Free-Flow-Speed (FFS) = 55 mi/h Geometric data: • • • • • Urban setting Rolling terrain Lane width = 11 ft Shoulder width = 4...
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...
1) Find the LOS for a 6-lane Freeway with the following data: a. 6-lanes (3 lanes in each direction) b. Lane widths 10 ft c. Right-side lateral clearance 4 ft d. Commuter traffic e. Peak hour, peak-directional demand volume 6500 veh/hr f. PHF 0.95 g. Traffic composition: 10% trucks, 3% RV's h. Ramp density of 2 ramps/mile i. Rolling terrain 1) Find the LOS for a 6-lane Freeway with the following data: a. 6-lanes (3 lanes in each direction) b....
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...
5. There is a freeway segment and its characteristics are given as below: •A six-lane urban freeway (3 lanes each direction) •11-ft lanes •3-ft right-shoulder lateral clearance •3% grade •1.2 mile in length •8% of trucks and buses •4% recreational vehicles •Driver population factor (fp): 0.95 •Peak-hour volume in peak direction: 2,500 vehicles •PHF: 0.925 •Interchange density: 1.5 per mile Evaluate the freeway segment by Level-of-Service (LOS) according to the Highway Capacity Manual (Referring to Tables 6-3 ~ 6-10 in...
1 A segment of a freeway has the following prevailing conditions. Given: Two-way AADT 4000 veh/h; four lane rural freeway with two lanes in each direction; directional demand volume distribution of 40/60; PHF 0.94; 15% trucks and buses, 2% RVs; roling terrain; driver population with familiar drivers; lateral clearance- 5 ft Determine: (a) Level of service (LOS) of the segment. Follow step-by-step calculation. (b) Volume-to-capacity ratio of the segment for the current LOS.
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...