POROUS ASPHALT OVERLAY ON OOSTERHOUT DIVERSION

OMLEGGING OOSTERHOUT MET ZOAB OVERLAAGD

This article describes the activities carried out during the overlay of a connecting road through the town of Oosterhout in the Netherlands, called the "Oosterhout diversion", with porous asphaltic concrete (pac). This concrete road, partly reinforced and partly unreinforced, connects a residential area with two industrial areas. The main reason for the pac overlay was reduction of the traffic noise. The following reconstruction activities are discussed: a) adjustment of the transverse profile and repair of the concrete pavement; b) sealing of the longitudinal joints; c) sawing of the transverse joints in the concrete pavement and filling them with joint sealing after cleaning; these transverse joints have been continued into the pac layer by means of sawing into the pac layer in order to transfer the stresses at the site of the joints; d) adjustment of the gutter construction; e) filling and finishing of the road verges; f) cleaning of the concrete surface; g) protection of the concrete surfaces of the engineering structures in the road; h) application of the tack coat; and i) laying of the pac structure with Styrelf type 13-60 as modified binder and Porphyry 0/10 as aggregate.

  • Corporate Authors:

    Vereniging tot Bevordering van Werken in Asfalt

    Straatweg 68
    Breukelen,   Netherlands 
  • Authors:
    • VAN OOSTERHOUT, PHW
  • Publication Date: 1994-11

Language

  • Dutch

Media Info

  • Pagination: p. 7-10
  • Serial:
    • ASFALT
    • Volume: 21
    • Issue Number: 4
    • Publisher: VERENIGING VOOR BITUMINEUZE WERKEN

Subject/Index Terms

Filing Info

  • Accession Number: 00675805
  • Record Type: Publication
  • Source Agency: DIENST WEG- EN WATERBOUWKUNDE (DWW)
  • Files: ITRD
  • Created Date: Apr 12 1995 12:00AM