Abstract

Highway Work Zones (HWZs) are associated with significant adverse impacts on safety, mobility, and work costs. The objective of this paper is two-fold: First, to quantify the impacts of HWZs on safety, mobility, and work costs. Second, to develop an optimization model to minimize the total costs associated with HWZs by controlling site geometry, Temporary Traffic Control (TTC), and work management. This model implements a location-based schedule within the cost evaluation. A genetic algorithm is used to determine a set of optimal scheduling and decision variables. The performance of the model is demonstrated in a case study. The results reveal that crash costs, which were often ignored or only included indirectly in previous works, are a substantial cost component. Their explicit inclusion in the optimization process significantly affects the total cost and the optimal operations of the HWZ. Furthermore, the inclusion of a location-based schedule in the model is instrumental and affects the optimal solution since all HWZ cost components are affected by the work processes and project duration. Moreover, consideration of the effects of TTC on the optimized function has a substantial influence on the total cost. The model can support transportation agencies and local authorities in mitigating the adverse impacts associated with HWZs.

Highlights

  • Highway Work Zones (HWZs) are categorized as 3R projects: Rehabilitation, Resurfacing, and Restoration [1]

  • In scenarios 1C and 1D, nighttime work is not permitted. This constraint almost triples the total cost and drastically changes its composition. As work in these scenarios shifted to daytime hours with high traffic flow, the weight of lost time costs increased from 4% in the base scenario to 64% and 61%, respectively

  • This paper presents an HWZ optimization model that quantifies the impact of HWZs on safety, mobility, and work costs

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Summary

Introduction

Highway Work Zones (HWZs) are categorized as 3R projects: Rehabilitation, Resurfacing, and Restoration [1]. They are needed to deal with aging roads whose safety and functionality deteriorate with time and to improve road capacity to meet increasing travel demands. In contrast to the general trend, HWZ fatalities have not decreased over the years [6]. These figures may not show the full magnitude of safety impacts caused by HWZs since crashes at HWZs tend to be underreported [7,8]. In mobility and the associated externalities, HWZs account for approximately 10% of congestion and 24%

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