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- W802616916 abstract "There are number of theoretical models used to predict pavement rutting and fatigue cracking. It is important that the parameters used in the models be measured on site and not only assumed theoretically. The best way is to use the data collected from instrumented in-service pavement sections. The City of Hamilton constructed a perpetual pavement on the Red Hill Valley Parkway (RHVP) in 2007 that was designed using the AASHTO 93 methodology. In order to verify the pavement design and predict the performance, the City installed a pavement monitoring station consisting of two systems. The traffic system includes inductive loops and weigh-in-motion sensors. The pavement response system includes asphalt strain gauges, subgrade pressure and moisture gauges and temperature probes. The installed systems allow a comparison between the calculated and measured strains in the pavement structure due to vehicular loading. They also reflect the changes in the Hot Mix Asphalt (HMA) and other layers caused by the fluctuations in temperatures and moisture. In the completed analysis, the numbers of strain repetitions applied to date were compared with the repetitions anticipated in 50 years. Also, the life of the pavement with respect to rutting and fatigue was calculated using the measured parameters. (A)" @default.
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- W802616916 date "2009-01-01" @default.
- W802616916 modified "2023-09-27" @default.
- W802616916 title "Initial Analysis of In-Situ Pavement Response on Red Hill Valley Parkway (RHVP) in Hamilton" @default.
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