Optimum Length of Two-Lane, Two-Way, No-Passing Traffic Operation in Construction/Maintenance Zones on Rural Four-Lane Divided Highways
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1979-08-01
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Abstract:The objective of the study was to determine the optimum length of two-lane, two-way, no-passing traffic operation in construction/maintenance zones on rural four-lane divided highways. An equation was developed for the sum of road-user and traffic-control costs as a function of this length. The methods of calculus were then used to derive the optimum length that would minimize the sum of road-user and traffic-control costs. The optimum length equation derived can be used in the planning and design of crossover-type traffic control systems for construction/maintenance zones on rural four-land divided highways.
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Content Notes:Copyrighted 1979, Board of Regents of the University of Nebraska on behalf of the University of Nebraska-Lincoln Civil Engineering Department. Reproduced by permission of owner. All rights reserved.
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