TIMBER CROSSTIES IN RELATION TO TRACK STRUCTURE SYSTEM DESIGN

The timber crosstie and cut spike rail fastening system has performed admirably for many years on North American railroads. With the introduction of six-axle locomotives, 100-ton freight cars equipped with roller bearing trucks, and concentrated unit train operations, problems with track maintenance arose on sharp curves. Simple logic dictated that the first course of action was to measure the forces that were being applied to the track structure. If the forces could not readily be alleviated through modification in equipment or operations, then the strength of the track structure system would have to be increased to cope with the situation. In this paper a brief review of conclusions derived from track measurements taken in the early 1970s is presented. Results from measurements taken in 1982 and laboratory fatigue tests run in early 1983 on various tie and rail fastening systems were combined with engineering judgment in an economic analysis to select an upgraded tie and rail fastening system for the sharp curves of a brach line that handles 4 to 5 million gross tons of unit train 100-ton car traffic.

Media Info

  • Media Type: Print
  • Features: Figures; Photos; Tables;
  • Pagination: pp 11-18
  • Monograph Title: Rail papers - 1984
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00391332
  • Record Type: Publication
  • ISBN: 0309036739
  • Files: TRIS, TRB
  • Created Date: Mar 29 1985 12:00AM