Evaluation of Pavement Markings within the Dynamic Envelope
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1 Evaluation of Pavement Markings within the Dynamic Envelope Sponsored by the FRA Office of Research & Development Train Control & Communications Division November 6, 2013 Volpe The National Transportation Systems Center Advancing transportation innovation for the public good U.S. Department of Transportation Research and Innovative Technology Administration John A. Volpe National Transportation Systems Center 1
2 Dynamic Envelope Dynamic Envelope is the clearance required for the train and its cargo overhang due to any combination of loading, lateral motion, or suspension failure MUTCD 2
3 Project Description: Dynamic Envelope Pavement Markings Commercial Blvd, Ft Lauderdale, FL Evaluate effectiveness of pavement markings in reducing instances of stopped vehicles within the grade crossing dynamic envelope zone. Select pavement markings pattern and test location. Field-test, driver behavior data collection (pre/post), and document results. Pattern and test location pre-selected by FL DOT Follow-on research funds for large-scale implementation and evaluation. Project Partners: 3
4 Commercial Boulevard, Ft Lauderdale Annual Average Daily Traffic (AADT) of 69,000 Grade crossing (ID# E) is across a multi-lane east-west roadway Eastbound: 5 lanes including on-ramp to southbound I95, Traffic Signal (150 ). Westbound: 4 lanes including the off-ramp from I95 just 26-feet before the tracks. Traffic signal approximately 800-feet from the crossing. 4
5 Commercial Boulevard, Ft Lauderdale Double-tracked About 60 trains per day CSX, Amtrak, TriRail (commuter rail) Rail corridor and roadway owned by FDOT Accident History 11/6/2011 (vehicle stopped on the tracks) 10/26/2010 (vehicle turned onto the tracks) 11/19/2009 (vehicle stopped beyond the crossing arm as it was lowering; backed up; and then proceeded to cross the tracks. - 2 fatalities and 1 injury) 8/25/2009 (vehicle on the tracks clipped by train) 11/21/2005 (pick up truck on the tracks) 12/7/2005 (vehicle stalled on the tracks) Dynamic Envelope is the clearance required for the train and its cargo overhang due to any combination of loading, lateral motion, or suspension failure. (2009 MUTCD) 5
6 Traffic Backed Up Over Tracks Commercial Boulevard, Ft Lauderdale, FL 6
7 Vehicle Stopped within Crossing Commercial Boulevard, Ft Lauderdale, FL 7
8 Vehicle Turning into Right of Way Commercial Boulevard, Ft Lauderdale, FL 8
9 Examples Commercial Boulevard, Ft Lauderdale, FL 9
10 Dynamic Envelope Pavement Markings Pattern and test location pre-selected by FDOT 10
11 Commercial Boulevard, Ft Lauderdale Pre-installation data May 23-June 5, 2012 Markings Installed week of December 9, 2012 Post-Installation data Jan 6-19,
12 Data Collection Data collected in 2-hour time frames from 7:30-9:30am, 11:00am-1:00pm, and 4:00-6:00pm each day for the daytime condition and 10:00pm-12:00am for the nighttime condition. Recorded 112 hours of data for analysis during each phase (pre- and post-test). Both directions, eastbound and westbound, were recorded and analyzed separately. Allowed for 3-week novelty effect before collecting post-installation data 12
13 Data Analysis Eastbound Traffic Westbound Traffic Zone Pre-Install Post-Install Pre-Install Post-Install Stopped Zone 1 1,890 (62.1%) 2,244 (67.6%) 1,926 (60.4%) 2,209 (64.2%) Zone (27.3%) 875 (26.4%) 749 (23.5%) 784 (22.8%) Zone (7.1%) 130 (3.9%) 400 (12.6%) 369 (10.7%) Zone (3.5%) 70 (2.1%) 112 (3.5%) 78 (2.3%) Total 3,043 3,319 3,187 3,440 13
14 Proportion of Eastbound Vehicles Stopped by Zone * Chi-square test of independence showed a significant difference between the pre- and post-install conditions (p 0.01) 14
15 Proportion of Westbound Vehicles Stopped by Zone * Chi-square test of independence showed a significant difference between the pre- and post-install conditions (p 0.01) 15
16 Vehicles Stopped within Crossing after Pavement Markings Installation Commercial Boulevard, Ft Lauderdale, FL 16
17 Vehicle Stopped within Crossing after Pavement Markings Installation Commercial Boulevard, Ft Lauderdale, FL 17
18 Findings A 45% reduction in the number of vehicles stopped in Zone 3 (on tracks) eastbound and 15% reduction for westbound after installation An increase in vehicles stopping in Zone 1 (behind the stop line) after installation A reduction in the number of gate violations (both descending and horizontal) after installation Next Steps Draft Report under FRA review Continue collaboration with FDOT and NJDOT on additional pilot installations Additional crossings under consideration in FL One crossing under consideration in NJ 18
19 Marco dasilva General Engineer/Project Manager Highway-Rail Grade Crossing and Trespass Prevention Research Program US DOT RITA Volpe Center Technical Center for Infrastructure Systems and Engineering Systems Safety and Engineering Division, RVT Broadway, Kendall Square Cambridge, MA Office: Cell: Fax:
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