Development of a guideline for work zone diversion rate and capacity reduction.
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2016-03-01
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Abstract:This study develops a comprehensive guideline to estimate the traffic diversion rates and capacity reduction for ; work zones. The analysis of the traffic diversion patterns with data from past work zones in the metro freeway ; network in Minnesota resulted in a set of the diversion-estimation models that relate the diversion rates at freeway ; ramps with the travel times and speed levels on a freeway and alternative routes during construction. The ; interrelationship between diversion and work-zone traffic conditions has led to the development of an iterative ; process, where a freeway simulation model interacts with the diversion-estimation models until a convergence is ; achieved between diversion and resulting freeway delays. Freeval is adopted in this study as the simulation tool for ; freeways. The test results of the iterative process with the work zone data showed promising results in determining ; both the diversion rates and freeway delay for a given work-zone. Due to the types of the work zones used in ; developing the diversion models, the iterative process developed in this study can be applicable to only “two-toone” ; lane reduction cases in estimating the diversion rates for the mainline exit flows, while the diversion rates at ; entrance ramps can be determined without such restrictions. The capacity analysis of the lane-closure sections ; performed in this study has also resulted in a set of the suggested capacity values for the work zones with two-toone ; lane reduction.
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Main Document Checksum:urn:sha256:272d118ccda7657ce2af6b2dfd7f1838eec9667868764c6d58422775dd23f070