Mix design method and field performance of emulsion cold mixes

Three pavement sections with grave-emulsion were selected and constructed in 2004 and a thorough assessment of the materials properties was carried out, including compactability, accelerated curing, compressive strength, water sensitivity and stiffness modulus. The sections were monitored immediately after construction, then after 1 and 2 years under traffic. Monitoring comprised deflections, core sampling, in-place water content, density and modulus measurements. Moreover, the residual bitumen was characterized at each step. A similar approach was followed for emulsified asphalt concrete used in wearing course in 2005. The accelerated curing procedure used replicated the in-place evolution after 1 to 2 years. Mechanical test procedures were improved as a result of site observations. The following of theûbitumen hardening helped to define the curing phase and its effects, as well as the beginning of aging. The overall return is a better evaluation of both site performance and life expectancy.

  • Authors:
    • SERFASS, J -
    • CARBONEAU, X
    • DELFOSS, F
    • TRIQUIGNEAUX, J -
    • VERHEE, F
  • Publication Date: 2008

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01336420
  • Record Type: Publication
  • Source Agency: TRL
  • Files: ITRD
  • Created Date: Apr 15 2011 3:30PM