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Crumb rubber modified asphalt concrete in Oregon : final report.

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English


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  • Abstract:
    Since 1993, the Oregon Department of Transportation (ODOT) has been monitoring performance of seventeen rubber modified ; asphalt and asphalt concrete sections constructed on Oregon highways. The study originated in response to the Intermodal Surface ; Transportation Efficiency Act (ISTEA, 1991) which mandated the use of tire rubber in pavements. The ISTEA requirement was ; eventually repealed, however, the study continued to document pavement performance in an effort to determine if rubber modified ; asphalt concrete pavements are feasible in terms of construction and life cycle cost. ; The rubber modified sections that performed the worst included those constructed using the dry process (rubber modified asphalt ; concrete—RUMAC). The sections performing the best included open graded mixes constructed using the binder PBA-6GR (a rubber ; modified asphalt). After five years, the PBA-6GR pavements were performing as well or better than the control sections. The cost of ; the mixes constructed in 1993 and 1994 with PBA-6GR was about 12% more than the control sections. Over the life of the pavement, ; the terminal blend asphalt rubber (PBA-6GR) may be cost effective. ; This report documents the performance of the rubber modified and control sections including distress information, skid and ride data ; and laboratory testing results. In addition, non-ODOT projects were reviewed and discussed.
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    Filetype[PDF - 373.87 KB]
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    urn:sha-512:c46e945d4aa7d630535331a2cf6f7775e62b1611c02164c2aac60fcff54fbca99093b4efe1eb21eabf784051ba48f6279d1495d09d8c16e41caabc0f869218b5
File Language:
English
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