The Illinois Interstate system consists of about 1750 miles of 10-inch jointed reinforced concrete pavement (JRCP) and continuously reinforced concrete pavement (CRCP) ranging in thickness from 7 to 10 inches. As of 1991, about 60 percent of these pavements had been overlaid with asphalt concrete (AC), ranging in thickness from 1.5 to 6 inches. Data for the survival analysis were retrieved from the Illinois Pavement Feedback System database. Both in-service life and accumulated 18-kip ESALs at rehabilitation were estimated for bare pavements categorized by type, thickness, and D cracking susceptibility, and for overlaid pavements categorized by overlay thickness, overlaid pavements type, and D cracking susceptibility. The results show the effects of D cracking, traffic level, pavement type, pavement thickness, and ovelay thickness on performance of bare and resurfaced concrete pavements.


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    Titel :

    Performance of Bare and Resurfaced JRCP and CRCP on the Illinois Interstate Highway System, 1991 Update


    Beteiligte:
    K. T. Hall (Autor:in) / M. I. Darter (Autor:in) / W. M. Rexroad (Autor:in)

    Erscheinungsdatum :

    1993


    Format / Umfang :

    98 pages


    Medientyp :

    Report


    Format :

    Keine Angabe


    Sprache :

    Englisch




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