CALLAHAN TUNNEL CAPACITY MANAGEMENT

The Callahan Tunnel capacity management actions that were implemented beginning May 1983 in conjunction with one-way inbound toll collection are described. Traffic operations and capacities for both "before" and "after" conditions are analyzed. The analyses of existing Callahan peak-hour traffic volumes, flows through the parallel Sumner Tunnel, and volumes in the four New York City tunnels provided a basis for estimating tunnel and tunnel-system capacity. The analyses suggested a tunnel capacity of 1,600 to 1,650 vehicles per lane per hour compared with average peak-hour system volumes of 1,450 vehicles per lane. Channelization of the tunnel approach, elimination of outbound toll collection, and realignment of the tunnel exit lanes were estimated to increase system throughput by about 350 to 400 vehicles per hour--up to 200 vehicles per lane. "After" studies conducted during June 1983 indicated that flow rates of more than 1,600 vehicles per lane were achieved. The plan is significant in another respect--speed of implementation. Improvement concepts were formulated during March and April 1983, and their implementation began during May of that year

Media Info

  • Media Type: Print
  • Features: Figures; Maps; References; Tables;
  • Pagination: pp 1-10
  • Monograph Title: HIGHWAY CAPACITY, TRAFFIC CHARACTERISTICS, AND FLOW THEORY
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00451820
  • Record Type: Publication
  • ISBN: 0309038154
  • Report/Paper Numbers: HS-039 125
  • Files: HSL, TRIS, TRB
  • Created Date: Dec 31 1985 12:00AM