AN INVESTIGATION OF THE DESTRUCTIVE EFFECT OF FLOTATION TIRES ON FLEXIBLE PAVEMENT

FLOTATION TYRES HAVING A WIDE BASE ARE BEING INCREASINGLY USED INSTEAD OF DUAL WHEELS. THE DESTRUCTIVE EFFECT OF THE CONSEQUENT SINGLE-AXLE LOADING HAS BEEN STUDIED IN TERMS OF PAVEMENT DEFLETION AND STRAIN WITH THE AID OF LINEAR VARIABLE DIFFERENTIAL TRANSFORMER GAUGE INSTALLATIONS AND A BENKELMAN BEAMS. ANALYSIS OF RESULTS AT TEST SITES HAVING A WIDE RANGE OF STRUCTURES INDICATE THAT A SINGLE- AXLE LEAD OF 12000 LB WITH A FLOTATION TYRE EQUALS OR EXCEED AN 18000 LB DUAL-WHEEL LEAD IN DESTRUCTIVE EFFECT. INFORMATION IS GIVEN ON THE RELATIONS BETWEEN TYRE PRESSURE, PAVEMENT TEMPERATURE, AXLE LEADING, PAVEMENT DEFLECTION, SURFACE TENSILE STRAIN AND TYPE OF WHEEL LOADING. /RRL/

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  • Authors:
    • Zube, Ernest
    • Forsyth, Raymond
  • Discussers:
    • Donaldson, J B
    • Powers, R P
    • Moore, W E
    • Zube, Ernest
    • Forsyth, Raymond
  • Publication Date: 1965

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 129-150
  • Monograph Title: Flexible pavement design; 1963 and 1964
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00206553
  • Record Type: Publication
  • Files: TRIS, TRB
  • Created Date: Dec 12 1994 12:00AM