TWO PHASE TRAFFIC SIGNAL TIMING WITH 'CONFLICT POINT METHOD'
Traditional methods for the design of signal timings are based on those parameters measured at the stop line. The actual operation of an intersection is in reality dependent on 'conflict' of movements within the intersection. A typical example is the conflict between a through movement and a left turning (in 'China') movement in a green period. This note identifies all conflict situations in a two phase signal design. Mathematical expressions for cycle length, green and yellow periods are provided and are illustrated with a numerical example. (Author/TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00050164
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Corporate Authors:
ARRB
Melbourne, Victoria Australia -
Authors:
- PEI-KUN, YANG
- Publication Date: 1989-6
Media Info
- Features: References;
- Pagination: p. 155-163
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Serial:
- Publication of: Australian Road Research Board
- Volume: 19
- Issue Number: 2
- Publisher: ARRB
- ISSN: 0005-0164
Subject/Index Terms
- TRT Terms: Design; Green interval (Traffic signal cycle); Intersections; Layout; Left turns; Mathematical models; Methodology; Near midair crashes; Signalization; Traffic flow; Traffic lanes; Traffic signal cycle; Traffic signals; Yellow; Yellow interval (Traffic signal cycle)
- Uncontrolled Terms: Two
- ITRD Terms: 559: Amber light; 576: Cycle (traffic signals); 9011: Design (overall design); 599: Green light; 455: Junction; 2885: Layout; 6473: Mathematical model; 9102: Method; 1642: Near miss; 556: Signalization; 671: Traffic flow; 2827: Traffic lane; 565: Traffic signal; 1836: Turning; 9082: Two
- Subject Areas: Design; Highways; Operations and Traffic Management;
Filing Info
- Accession Number: 00499041
- Record Type: Publication
- Source Agency: ARRB
- Files: ITRD, TRIS, ATRI
- Created Date: Sep 30 1990 12:00AM