Statistical models for the estimation of bridge replacement costs

Mitsuru Saito, Kumares C. Sinha, Virgil L. Anderson
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引用次数: 26

Abstract

Making accurate estimates of bridge replacement costs is essential to assess present and future bridge funding needs. A series of analyses of variance was performed on bridge replacement costs to evaluate the effects of bridge attributes. Replacement cost prediction models were then developed by regression techniques. Bridge attributes which can be easily understood by bridge inspectors and engineers were used as predictor variables. Nonlinear and log-linear models were evaluated for developing cost prediction models. A residual analysis of these models showed that log-linear models were preferred to nonlinear models. Costs of bridges that had been replaced between 1980 and 1985 by the Indiana Department of Transportation (INDOT) were used as a data base. Replacement costs were converted to 1985 price using construction price indices. The final cost prediction models were validated using the costs of selected bridges which were replaced between January and June 1986, by the INDOT. Bridge replacement costs estimated by these models showed a fairly good correlation with the actual contract costs. To estimate current or future costs at a place other than in Indiana, one need to multiply appropriate cost indices.

桥梁更新成本估算的统计模型
准确估算桥梁更新成本对于评估当前和未来的桥梁资金需求至关重要。对桥梁重置成本进行了一系列方差分析,以评估桥梁属性的影响。利用回归技术建立了重置成本预测模型。使用桥梁检查员和工程师容易理解的桥梁属性作为预测变量。在建立成本预测模型时,对非线性模型和对数线性模型进行了评价。对这些模型的残差分析表明,对数线性模型优于非线性模型。1980年至1985年间由印第安纳州运输部(INDOT)更换的桥梁的成本被用作数据库。重置成本采用建筑价格指数换算为1985年价格。最后的成本预测模型是用1986年1月至6月间由INDOT更换的选定桥梁的成本来验证的。这些模型估算的桥梁重置成本与实际合同成本具有较好的相关性。要估计印第安纳州以外的地方当前或未来的成本,需要将适当的成本指数相乘。
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