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.

Language

  • English

Media Info

  • Features: Figures; References;
  • Pagination: p. 198-202
  • Monograph Title: TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY AND QUALITY OF SERVICE 2004
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00983375
  • Record Type: Publication
  • ISBN: 030909478X
  • Files: TRIS, TRB, ATRI
  • Created Date: Dec 21 2004 12:00AM