Priority Lanes On Urban Freeways: Some Operational Considerations
Priority Lanes On Urban Freeways: Some Operational Considerations
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For this purpose, a portion of an HOV priority land system currently in operation on 1-95 in Miami, Florida, was selected. This test system is 16,910 feet (3.07 miles) in length and has 1 reserved lane and 4 non- reserved lanes. The estimated capacity of this system is 1,500 vehicles per hour (vph) in the reserved section and 8,000 vehicles per hour in 68 the nonreserved section. The free flow operating speed for each section was assumed to be 60 miles per hour (mph) . The total peak hour deman...d on this system is 8,463 vehicles, and the violation and nonuti ligation rates were assumed to be 10% and 15%, respectively, for each occupancy level. This test section is shown in Figure 4.1, and the operating characteristics and demand description are presented in Tables 4.1 and 4.2. The speed-demand relationship developed in Appendix A was adapted for this system and is presented in Figure 4.2.
An initial evaluation of this system indicates that for minimum passenger travel time, a car pool definition of 3 persons per vehicle (ppv) is preferable, with the total travel time equal to 914 passenger hours.
What to read after Priority Lanes On Urban Freeways: Some Operational Considerations?
You can find similar books in the "Read Also" column, or choose other free books by Culpepper, Thomas Hamilton to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
For this purpose, a portion of an HOV priority land system currently in operation on 1-95 in Miami, Florida, was selected. This test system is 16,910 feet (3.07 miles) in length and has 1 reserved lane and 4 non- reserved lanes. The estimated capacity of this system is 1,500 vehicles per hour (vph) in the reserved section and 8,000 vehicles per hour in 68 the nonreserved section. The free flow operating speed for each section was assumed to be 60 miles per hour (mph) . The total peak hour deman...d on this system is 8,463 vehicles, and the violation and nonuti ligation rates were assumed to be 10% and 15%, respectively, for each occupancy level. This test section is shown in Figure 4.1, and the operating characteristics and demand description are presented in Tables 4.1 and 4.2. The speed-demand relationship developed in Appendix A was adapted for this system and is presented in Figure 4.2.
An initial evaluation of this system indicates that for minimum passenger travel time, a car pool definition of 3 persons per vehicle (ppv) is preferable, with the total travel time equal to 914 passenger hours.
What to read after Priority Lanes On Urban Freeways: Some Operational Considerations?
You can find similar books in the "Read Also" column, or choose other free books by Culpepper, Thomas Hamilton to read onlineMoreLess
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