MOVEMENT CAPACITY AT TWO-WAY STOP-CONTROLLED INTERSECTIONS
Potential capacity at an unsignalized intersection can be described as a conditional expectation from which the capacity equations for the most common headway distributions are easily obtained and each term in the equation finds an interpretation. The movement capacity of Rank 3 streams is adjusted for both Rank 2 queues and the modified headway distribution and lower flow rates during the free-departure periods of Rank 2 streams. The resulting movement capacities are higher than those of the "Highway Capacity Manual" (HCM 2000), especially at low major-stream flow rates. The Rank 4 stream adjustment factors are shown to be multiplicative even across streams of different ranks. The extra correction in HCM 2000 is, in the light of this theory, unnecessary.
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Availability:
- Find a library where document is available. Order URL: http://www.trb.org/Main/Public/Blurbs/155481.aspx
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1883, Traffic Flow Theory and Highway Capacity and Quality of Service 2004.
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- LUTTINEN, R T
- Publication Date: 2004
Language
- English
Media Info
- Features: Figures; References;
- Pagination: p. 198-202
- Monograph Title: TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY AND QUALITY OF SERVICE 2004
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Serial:
- Transportation Research Record
- Issue Number: 1883
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Equations; Highway capacity; Traffic flow rate; Unsignalized intersections
- Identifier Terms: Highway Capacity Manual
- Uncontrolled Terms: Headway distribution; Two-way stop control
- Subject Areas: Highways; Operations and Traffic Management; I71: Traffic Theory;
Filing Info
- Accession Number: 00983375
- Record Type: Publication
- ISBN: 030909478X
- Files: TRIS, TRB, ATRI
- Created Date: Dec 21 2004 12:00AM