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Developing Crash Modification Factors for Interchange Influence Areas on Urban Four-Lane Freeways Using Multivariate Adaptive Regression Splines

机译:利用多元自适应回归样条开发城市四车道立交影响区的碰撞修正因子

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Crash modification factors (CMFs) are used to measure the safety impacts from changesin specific geometric characteristics. Their development has gained much interest following theadoption of CMFs by the recently released Highway Safety Manual (HSM) and SafetyAnalysttool. This paper aims at developing CMFs for interchange influence areas on urban four-lanefreeways in the state of Florida. The need to model freeway interchange areas apart from theirbasic mainlines has been recognized by SafetyAnalyst. Different methods for developing CMFscan be found in the literature. This paper introduces a promising data mining method known asmultivariate adaptive regression splines (MARS) for CMF development. MARS is characterizedby its capability to accommodate the nonlinearity in crash predictors, which can be a mixture ofcontinuous and categorical variables. In addition, MARS allows the impact of more than onegeometric variable to be simultaneously considered when estimating CMFs. Separate CMFswere developed for inside and outside shoulder widths within the interchange influence areas.The results showed that MARS produced CMFs with higher confidence than those using thenegative binomial model. The influential variables identified included the inside shoulder width,outside shoulder width, traffic volume, shoulder type, and speed limit. It was also found thatinside shoulders less than 4 ft and 4 to 6 ft experienced safety improvement in relative to the 4-ftwidth.
机译:碰撞修正因子(CMF)用于衡量变更对安全的影响 在特定的几何特征。他们的发展引起了人们的极大兴趣。 最近发布的《公路安全手册》(HSM)和SafetyAnalyst对CMF的采用 工具。本文旨在开发用于城市四车道互换影响区域的CMF 佛罗里达州的高速公路。需要对高速公路立交区域进行建模,除了它们的区域 基本主线已被SafetyAnalyst识别。开发CMF的不同方法 可以在文献中找到。本文介绍了一种有前途的数据挖掘方法,称为 用于CMF开发的多元自适应回归样条(MARS)。火星的特点 它具有适应碰撞预测器非线性的能力,这可以是 连续和分类变量。此外,MARS还可以带来不止一个的影响 估计CMF时要同时考虑的几何变量。单独的CMF 针对互换影响区域内和外的肩宽而开发。 结果表明,MARS产生的CMF的可信度高于使用 负二项式模型。确定的影响变量包括内肩宽, 外部路肩宽度,交通量,路肩类型和速度限制。还发现 相对于4英尺,小于4英尺和4至6英尺的内部肩部的安全性得到了改善 宽度。

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