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Base Condition & Capacity of Two-Lane Highways

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Base Condition & Capacity

of Two-Lane Highways
Overview
• Two-Iane highways have one lane for the use of traffic in each direction

• Fundamental characteristic that differentiates two-lane highway and uninterrupted-flow facilities


is the passing maneuvers that can happen from the opposite way
• Passing maneuvers are limited by the availability of gaps in the opposing traffic stream and by
the availability of sufficient sight distance for a driver to discern the approach of an opposing
vehicle safely
• As demand flows and geometric restrictions increase, opportunities to pass decrease.
• This creates platoons within the traffic stream, with trailing vehicles subject to additional delay
because of the inability to pass the Jead vehicles
Characteristic

• Serve a number of bicycle trips, particularly recreational trips. Any


consideration of operating quality criteria must account for these
disparate functions.
• Connect major trip generators or serve as primary links in state and
national highway networks.
• Serve long-distance commercial and recreational travelers, and long
sections may pass through rural areas without traffic control
interruptions.
• Consistent high-speed operations & infrequent passing delays are
desirable
Classification

• Class I: Two-lane highways are highways where motorists expect to


travel at relatively high speeds.
• Class II : Two-lane highways are highways where motorists do not
necessarily expect to travel at high speeds.
• Class III two-lane highways serve moderately developed areas. They
may be portions of a Class I or Class Il highway that pass through small
towns or deveIoped recreationaI areas.
Base Conditions

• Minimum lane widths of 12 ft (3.6 meter)


• Minimum shoulder widths of 6 ft (1.3 meter)
• No-passing zones
• Traffic stream consisting of passenger cars only
• No direct access points along the roadway
• No impediments to through traffic due to traffic control or turning
vehicles
• Level terrain, with grades no greater than 2%
• 50/50 directional split of traffic
Capacity

• Capacity for a single direction is 1700pc/h


• Capacity for both directions combined is 3200 pc/h. (Because
of the interactions between directional flows, when a capacity
of 1,700 pe/h is reached in one direction, the maximum
opposing flow is limited to 1,500 pc/h.)
LOS Determination
• Establish Base Conditions and Capacity
• Estimate or Measure Free-Flow Speed
• Calculate Analysis Flow Rate
• Calculate Service Measure(s) and Determine LOS

Source : Highway Capacity Manual, Sixth Edition : A Guide for


Multimodal Mobility Analysis.
References

Transportation Research Board. (2016). Highway Capacity Manual, Sixth


Edition : A Guide for Multimodal Mobility Analysis. Washington, DC : National
Academies Press.

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