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I-66 Multimodal Study Final Report - Virginia Department of ...

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<strong>Multimodal</strong> PackagesTransit (Bus and Rail)Transit Level <strong>of</strong> Service is calculated based on a number <strong>of</strong> different, related factors. This studyfocused on two specific transit LOS factors to illustrate the availability and efficiency <strong>of</strong> transitservice (bus and rail) in each <strong>of</strong> the packages. The LOS factor values are shown in the mapsand tables below and should be compared to the values in the CLRP+ Baseline scenario.Frequency – Availability <strong>of</strong> transit service was calculated based on frequency <strong>of</strong> service forinbound transit (bus and rail) during the morning peak period in the study area. These servicefrequencies are used as an input to the travel demand forecasting process. Bus frequencieswere calculated for all types <strong>of</strong> bus service (e.g., local, express) and shown on maps for each <strong>of</strong>the packages. Metrorail frequency, as measured by the number <strong>of</strong> Metrorail trains per peakhour, also is shown in Figure 3.4. It should be noted that since none <strong>of</strong> the multimodalpackages make any changes to the Metrorail service, this LOS factor remains constant across all<strong>of</strong> the options.Load Factor – Load factors are an output <strong>of</strong> the travel demand forecasting model and arecalculated by dividing the total number <strong>of</strong> transit passengers by the available transit capacity.This measures the quality <strong>of</strong> transit service by capturing changes in convenience and comfortfor transit riders. Transit load factors were calculated for the CLRP+ Baseline and for eachpackage for inbound transit (bus and rail) during the morning peak period in the study area.Metrorail and bus load factors were generated at four cutlines along the corridor, (shown inSection 2.0, Figure 2.2). For Metrorail, this measure is calculated as the number <strong>of</strong> passengersper car crossing a cutline by rail in the peak direction. Railcars are assumed to have a maximumcapacity <strong>of</strong> 120 passengers. For bus, this measure is calculated as the number <strong>of</strong> passengersper bus crossing a cutline by bus in the peak direction. A standard 40-foot bus is assumedto have 40 seats. Metrorail and bus load factors are shown for each package and in Section 3.4,Table 3.23 and Table 3.24.Bicycle and PedestrianBicycle and pedestrian projects were evaluated for their potential to improve the functionalityand comfort <strong>of</strong> the study area bicycle network for nonmotorized travelers. Because differentmodels are used to evaluate on-road and <strong>of</strong>f-road bicycle facilities, the LOS techniques appliedare described separately. LOS was generated for linear improvements (on-road bicycle routesand <strong>of</strong>f-road trails and shared use paths) only, as projects are intended to focus on access totransit and east/west linear movement in the study area.Bicycle LOSBicycle Level <strong>of</strong> Service (BLOS) is used for on-road (e.g., bicycle lanes, wide shoulders) level <strong>of</strong>service analysis. The resulting score reflects a typical bicyclist’s level <strong>of</strong> comfort with the ridingconditions. Essentially, BLOS identifies the quality <strong>of</strong> service for bicyclists that exists within theroadway environment – currently, or based on future improvements being incorporated intothe model.The BLOS Model Version 2.0 (BLOS Model) was used for the evaluation <strong>of</strong> bicycling conditionsin shared roadway environments. The BLOS Model is based on research documented inI-<strong>66</strong> <strong>Multimodal</strong> <strong>Study</strong> 3-9

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