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Methodology and Results

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Presentation on theme: "Methodology and Results"— Presentation transcript:

1 Methodology and Results
Preliminary Evidence of Complete Streets Effects on Bus Operations using Automated Data Sources Abubakr Ziedan PhD Student 1 , Candace Brakewood Assistant Professor 1 , Philip Pugliese Transportation Planner 2 1 University of Tennessee | 2 Chattanooga Area Regional Transportation Authority Contact: Abubakr Ziedan: | Candace Brakewood: | Philip Pugliese: Background Methodology and Results What are Complete Streets? Streets for everyone Designed to enable safe access for all users, including pedestrians, bicyclists, motorists and transit riders of all ages and abilities Motivation More than 1400 complete streets policies have been adopted in the period from 2004 to 2018 across the United States The proliferation of complete streets policies nationwide has contributed to roadway redesigns Complete streets redesigns often result in a reduction of travel lanes that may affect both motorists and transit operators Limited number of studies investigated the effect complete streets on transit operation Objective The objective of this study is to explore the potential effects of complete streets implementation on bus operations using Automatic Vehicle Location (AVL) data Area of Analysis Chattanooga, Tennessee is a mid-sized city with an estimated population of 179,139 The City of Chattanooga adopted a complete streets policy in 2014. Roads redesigned along Brainerd Road and Martin Luther King, Jr. Boulevard (MLK Blvd.) according to complete streets policy. These road redesigns were implemented December 2017 for Brainerd road and in April 2018 MLK Blvd Road Redesign The redesign of these road included : Introduced bike infrastructure along Brainerd Road (Figure 2) Road diet on MLK Blvd. (Figure 2) Analysis Time Periods Performance Measures The following performance measures were used to evaluate complete streets impacts on bus operation: Headway reliability Percent On-Time Performance (OTP) by timepoint Mean segment speed Results Bus Reliability Headway Reliability The percentages of acceptable spaced trips, bunched trips and gapped trips were very similar for the different analysis periods for both directions (Figure 3) Timepoints Percent On-Time Performance (OTP) For the outbound direction, the observed differences were small variations and do not provide any evidence of bus OTP changes associated with these road changes For the inbound direction, there were some improvements in some timepoints but these improvements were not expected since no road changes could cause them. Bus Speed Mean speed per segment was compared for the three analysis periods Statistically significant changes were noticed only for the PM peak period Statistically significant decrease in bus mean speed for the outbound direction were noticed when the roadway design speed and the travel lanes were reduced as expected (Table 1) For the inbound direction, there was no clear trend or statistically significant changes for mean speed in the segments with bike infrastructure (Table 2) The statistically significant changes in bus mean speed were noticed in the last segment. This changes are not expected since there were no changes in this segment (Table 2) Conclusions and Future Research Bus speed was affected significantly when the road design speed or road capacity was reduced, but this impact is limited to the PM peak period Implementation on complete streets design elements did not significantly affect bus reliability Results suggest that in areas without significant congestion, complete streets implementation may not have a significant impact on transit operations Future research should investigate the long term impacts of complete streets on transit in Chattanooga Future research should also evaluate different complete streets projects in other regions on roads with different levels of vehicular traffic References National Complete Streets Coalition | Smart Growth America. Accessed 07/18/2018. U.S. Census Bureau Quick Facts: Chattanooga city, Tennessee. Accessed 07/10/2018. MLK Blvd. Before Road Diet MLK Blvd. After Road Diet Traditional Design Complete Streets Design • Car Centric • Wide Travel Lanes • Higher Speed limits • Limited Accessibility for other Modes • Designed for All Road Users • Wider and Better Sidewalks • Pedestrian Refuge Islands • Bike Lanes • Transit Lanes • Center Turn Lanes Table 1: Bus speed for the outbound direction for PM peak period Segment Mean Speed (MPH) Before Period vs After Period 1 After Period 2 After Period 1 vs Before After 1 Difference After 2 Market & 4th to Bailey & Willow (MLK Blvd. road diet) 11.45 11.49 0.04 10.72 - 0.73** - 0.77** Bailey & Willow to Brainerd & Germantown (Brainerd bike infrastructure) 17.47 15.51 - 1.96** 16.32 - 1.15 0.81 Brainerd & Germantown to Brainerd & Walmart (Brainerd bike infrastructure) 14.30 14.45 0.15 14.74 0.44 0.29 Brainerd & Walmart to Hamilton Mall (Last segment) 13.35 14.27 0.92** 14.50 1.15*** 0.23 Significance: * p<0.10; ** p<0.05; *** p<0.01 Brainerd Road Before Bike Infrastructure Brainerd Road After Bike Infrastructure Figure 2: Bus Route #4 Corridor and Road Changes Period 1 : October 2017 Base case scenario Period 2 : January 2018 After Brainerd road bike infrastructure Period 3 : June 2018 After both road changes Figure 1: Complete Streets Design vs Traditional Design Table 2: Bus speed for the inbound direction for PM peak period Segment Mean Speed (MPH) Before Period vs After Period 1 After Period 2 After Period 1 vs Before After 1 Difference After 2 Hamilton Mall to Brainerd-Walmart 14.53 14.76 0.23 14.52 - 0.01 - 0.24 Brainerd & Walmart to Brainerd & Germantown (Brainerd bike infrastructure) 15.85 15.48 - 0.37 16.16 0.31 0.68 Brainerd & Germantown to McCallie & Willow Street 20.88 20.12 - 0.76 21.24 0.36 1.12 McCallie & Willow Street to Market & 4th (Last segment) 9.82 10.51 0.69** 9.51 - 0.31 - 1.00** Significance: * p<0.10; ** p<0.05; *** p<0.01 Outbound direction Inbound direction Figure 3: Bus Route #4 Headway Reliability ACKNOWLEDGMENT The authors would like to acknowledge the City of Chattanooga and Chattanooga Area Regional Transportation Authority (CARTA) for providing the data for this study


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