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Implementation of Highway Safety Manual Freeway Ramp Segment Calibration and the Lessons Learned

机译:公路安全手册高速公路斜坡段校准和经验教训的实施

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This study estimated the Highway Safety Manual (HSM) calibration factors for freeway ramp segments using Kansas data and further identified the challenges faced during the calibration effort. At the time of this study, no comprehensive study has been conducted under this research focus. The results indicated that the HSM methodology overpredicted all single vehicle crashes and multiple vehicle fatal and injury crashes resulting calibration factors 0.165, 0.368, and 0.957, respectively, and underpredicted multiple vehicle property damage only crashes resulting a calibration factor of 2.737 for entrance ramps in Kansas. Considering exit ramps, the HSM methodology underpredicted all multiple vehicle crashes resulting calibrations factors 5.426 and 7.973 and overpredicted all single vehicle crashes resulting calibration factors 0.179 and 0.550 in Kansas. The major challenge of this entire calibration was the identification of ramp crashes, where the study manually reviewed 9,720 interchange-related crash reports to locate crashes occurred on ramps.
机译:本研究估计了使用堪萨斯数据的高速公路斜坡段的公路安全手册(HSM)校准因子,进一步确定了校准工作期间面临的挑战。在本研究的时候,在这项研究重点下没有进行全面的研究。结果表明,HSM方法伪造了所有单一车辆崩溃和多辆车致命和伤害碰撞,分别产生校准因子0.165,0.368和0.957,并且仅在堪萨斯州的入口坡道崩溃的崩溃崩溃了崩溃。 。考虑到退出坡道,HSM方法所处的所有多车辆崩溃导致校准因子5.426和7.973,伪造的所有单车崩溃导致思考因子0.179和0.550在堪萨斯州。这一整个校准的主要挑战是识别斜坡崩溃,其中研究手动审查了9,720个与交汇处相关的崩溃报告,以定位在坡道上发生的崩溃。

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