IS THE MEASURED DEFLECTION OF A FLEXIBLE PAVEMENT A RELIABLE GUIDE TO LIFE PREDICTION AND OVERLAY DESIGN?

The author suggests that the current UK method of basing maintenance decisions on the transient deflection under a standardised moving wheelload could be unreliable. Case histories are used to show how correcting deflection to a standard temperature of 20 degrees C can produce significantly different predictions of remaining life. Studies have shown that curves used to correct deflection were based on seasonal and not diurnal temperature changes. Seasonal temperature/deflection decreases with the age of the pavement primarily due to the hardening of bitumen with time but compaction under traffic may play a small part. Deflection/life contours used to estimate pavement residual life were determined from experimental sites that were consciously under-designed with respect to sub-base quality and to base and surfacing thicknesses in order to produce results in a reasonable time. An example is quoted to show how deflection measurements and the deflection/life contours of a pavement section indicated the need for immediate overlay or reconstruction, whereas performance contours confirmed a life span some ten to fifteen times greater. (TRRL)

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  • Corporate Authors:

    D.R. Publications Limited

    Faversham House, 111 St James Road
    Croydon, Surrey CR9 2TH,   England 
  • Authors:
    • Croney, D
  • Publication Date: 1990-12

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Filing Info

  • Accession Number: 00619946
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 31 1992 12:00AM