Evaluation of the Shared-Use Arrow



Similar documents
ENGINEERING SOLUTIONS FOR DESIGNING YOUR SAFE ROUTES

Revised January Bicycle Policy & Design Guidelines Maryland State Highway Administration

These "rules of the road" are based on Texas Transportation Code statutes. Find the complete bicycle code at the bottom of the page

TEST ON Driving Safely Among Bicyclists and Pedestrians

6: LANE POSITIONS, TURNING, & PASSING

MAINTENANCE. Infrastructure. Introduction. Safety. Policies & Programs. Summary EXISTING CONDITIONS

Bicycle Safety Enforcement Action Guidelines

VERTICAL SPEED CONTROL DEVICES

How To Know The Laws Of A Bike Ride In California

INSTRUCTIONS FOR CONDUCTING A TRAFFIC COUNT

Roadway Cost Per Centerline Mile Revised June 2014

Operating Vehicle Control Devices

ORDINANCE NO. Section Traffic laws apply to persons riding bicycles, shall be amended to read as follows:

Is Encouraging More Bike Ridership On El Camino Real A Good Idea?

ROAD SIGNS IN JAPAN PARKING SIGNS. No Parking or Stopping Anytime SIZE & WEIGHT LIMIT SIGNS SPEED LIMIT SIGNS

Chapter BICYCLES

Bicycle riding is a great way to get into shape

CHAPTER 5-A. Bicycle and Skateboard Ordinance

KENTUCKY TRANSPORTATION CABINET. Department of Rural and Municipal Aid. Office of Local Programs

A Bicyclist s Guide to Traffic Law in Tucson and Pima County. Traffic Laws, Fines and Phone Numbers

HIGHWAY DEPARTMENT ACCESS AND RIGHT OF WAY WIDTH GUIDELINES


A Guide To Frequently Asked Questions. Bicycles and Vehicles BICYCLE & PEDESTRIAN

Safety Evidence for Bicycling

In 2005, the City of Pasadena, CA, USA, with the support of consultants,

Stone Way N Rechannelization: Before and After Study. N 34th Street to N 50th Street

Bicycle Safety Quiz Answers Parental Responsibilities

NASHVILLE BICYCLE LAW 3/18/09

Disputed Red Light Accidents: A Primer on Signal Control. Jon B. Landerville, MSME, PE Edward C. Fatzinger, MSME, PE Philip S.

SAN DIEGO - A BICYCLE FRIENDLY CITY

Bicycle Laws in North Carolina and the U.S.

New York Bicycling Pocket Guide

Accident Analysis of Sheridan Road between Isabella Street and South Boulevard

- FREE! - The Official San Francisco BIKE GUIDE. 1st Edition

chapter 3 basic driving skills

FLORIDA BICYCLE LAW ENFORCEMENT GUIDE

SIGHT DISTANCE. Presented by Nazir Lalani P.E. Traffex Engineers Inc. WHY IS SIGHT DISTANCE SO IMPORTANT?

APPLICATION LAFAYETTE METROPOLITAN PLANNING ORGANIZATION (MPO) SURFACE TRANSPORTATION PROGRAM (STP) FUNDS TRANSPORTATION IMPROVEMENT PROGRAM (TIP)

AAA S GUIDE TO A SAFE

Pedestrian & Bicycle Roadway Design Safe, Smart and Defendable

Tennessee Traffic Laws Relating to Bicycles A HANDBOOK FOR MOTORISTS & BICYCLISTS

STREETS -- BICYCLES -- PATHS

Bicycle Safety Program Plan

The partnership has selected three intersections where enforcement, education, and engineering initiatives are being implemented to improve safety:

RESIDENTIAL DRIVEWAYS

CHAPTER 2 TRAFFIC SIGNS AND HIGHWAY MARKINGS

A Guide to Safe Bicycling in Hawai i

SAFE CYCLING GUIDE. 7th Edition

SAFE CYCLING GUIDE. 6th Edition

How To Design A Crash Investigation Site

SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.

THE SAFETY OF URBAN CYCLE TRACKS: A REVIEW OF THE LITERATURE

CHAPTER 11: PEDESTRIAN SIGNS AND SIGNALS

DESCRIPTION OF WORK:

FIBER-OPTIC CABLE PLAN CHECK

Median Bus Lane Design in Vancouver, BC: The #98 B-Line

Forensic Engineering Determination of the Angle of Lean of a Cycle-Rider System Negotiating a Turn

Florida Class E Knowledge Exam Road Rules Practice Questions

How To Design A Bicycle Path In California

BIKE BASICS. The AAA Guide to a Great Ride

ILLINOIS STATUTES REGARDING BICYCLES Updated March 2009

Florida Avenue Multimodal Transportation Study. June 19, 2013

Appendix A In-Car Lessons

TRAFFIC CALMING GUIDE FOR LOCAL RESIDENTIAL STREETS

Lincoln Downtown Master Plan Update

Accident configurations and injuries for bicyclists based on the German In-Depth Accident Study. Chiara Orsi

City of Auburn Americans with Disabilities Act (ADA) Transition Plan for Curb Ramps, Sidewalks, and Pedestrian Signals ADA TRANSITION PLAN

RULES OF THE ROAD BY LWTL Staff Writer

GOALS, OBJECTIVES, AND EVALUATION MEASURES

Bob Wachtel BOB: Jim Nugent Monday, November 28, :49 PM 'Bob Wachtel' From: Sent: To: Cc:

OVERVIEW PROJECT SUMMARY

New Hampshire State Laws Pertaining To Bicycles. CHAPTER 230 STATE HIGHWAYS Planning and Laying Out Bicycle Routes

BEST PRACTICES. Smart Transportation is a key concept for the Paoli Roadway Improvement Project.

Guidelines. Motorcycle and Bicycle Work Zone Safety

7 th Street SW Cycle Track: Calgary s First Centre City Cycle Track

APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.

guidelines A set of recommendations from the Association of Pedestrian and Bicycle Professionals [apbp]

Smart Cycling IN SANTA MONICA SANTA MONICA POLICE DEPARTMENT BE SMART. BE VISIBLE. BE ATTENTIVE. HAVE FUN!

Downtown Tampa Transportation Vision

ADA POST INSPECTION CHECKLIST. Job No. Route County Location

Seagull Intersection Layout. Island Point Road - A Case Study. Authors: John Harper, Wal Smart, Michael de Roos

Driver vs Cyclist. Florida s Struggle to Share the Road. A Study Commissioned By:

BICYCLE AND IN-LINE SKATE LAWS ROAD SHARING RESPONSIBILITIES OF BICYCLISTS AND MOTORISTS, REQUIRED EQUIPMENT AND PARENTAL RESPONSIBILITY

a U.S. Department of Transportation National Highway Traffic Safety Administration Computer Accident Typing for Bicyclist Accidents Coder's Handbook

(Version 1.0 August 2014) Cover Letter. (See Paragraph 9 of Section 1A.10)

EXTENDED JOURNAL ABSTRACT

Delineation. Section 4 Longitudinal markings

SECTION 5 DRAFTING STANDARDS

Assessing Paved Trails for Compliance with Standards and Best Practices

Pedestrian & Bicycle Plan

REGIONAL NON-MOTORIZED TRANSPORTATION NETWORK

Bike Laws: Massachusetts

BICYCLE CRASH DATA ANALYSIS FOR HILLBOROUGH COUNTY

Memo: Background Research, Bike Law/Safety Enforcement Video

Goals & Objectives. Chapter 9. Transportation

Measuring the Street:

1. It would create hazardous effects of storm water run-off. 3. It would increase hazardous driving conditions on the public road.

CITY OF ROANOKE AND TOWN OF VINTON, VIRGINIA. RSTP Funds Joint Application FOR

New Jersey Bicycle Laws

Leading the way in Quiet Zone Solutions. Implementing Quiet Zones to Address Train Horn Noise

Transcription:

Evaluation of the Shared-Use Arrow

Table of Contents Page Evaluation of the Shared-Use ARROW Background... 1 ARROW Design... 1 ARROW Placement... 2 Wayne E. Pein William W. Hunter J. Richard Stewart Report Prepared For Florida Department of Transportation Pedestrian/Bicycle Safety Section Evaluation... 2 Results... 3 Bicyclist Position and Direction... 3 Bicycle to Curb... 4 Bicycle to Motor Vehicle... 5 Motor Vehicle to Curb... 6 Comparisons of the Distributions of the Three Distance Measures... 7 Discussion... 8 Acknowledgments... 8 December 1999

List of Figures Figure 1. Shared-use ARROW. Figure 2. On-street placement of Shared-use ARROW. Figure 3. Original symbol design. List of Figures (Con t) Figure 14. Motor vehicle at Site 3 in the after period for the Motor Vehicle to Curb measurement. Figure 15. Distributions of measurements of Bike to Motor Vehicle, Bike to Curb, and Motor Vehicle to Curb. Figure 4. Actual lateral placement. Figure 5. Site map. Figure 6. Bicyclist at Site 1 in the after period for Bicycle to curb measurement. Figure 7. Bicyclist at Site 2 in the after period for Bicycle to Curb measurement. Figure 8. Bicyclist at Site 3 in the after period for Bicycle to Curb measurement. Figure 9. Bicyclist at Site 1 in the after period for Bicycle to Motor Vehicle measurement. Figure 10. Bicyclist at Site 2 in the after period for Bicycle to Motor Vehicle measurement. Figure 11. Bicyclist at Site 3 in the after period for Bicycle to Motor Vehicle measurement. Figure 12. Motor vehicle at Site 1 in the after period for the Motor Vehicle to Curb measurement. Figure 13. Motor vehicle at Site 2 in the after period for the Motor Vehicle to Curb measurement.

Background A bicycle lane stripe provides a lateral positioning reference for both motorists and bicyclists, and the presence of the stripe, as well as signs, informs motorists that bicyclists are typically present upstream. In contrast, the absence of bicycle-specific pavement markings in wide outside lanes (also known as wide curb lanes), another widely acknowledged way to accommodate bicyclists, obviously means that there is no reference for lateral positioning, or a visual cue to the existence of upstream bicyclists. Another argument put forth is that bicycle lanes are clearly marked spaces for bicyclists that have been shown to draw riders off of adjacent sidewalks and onto the roadway, a desirable outcome given the inherent dangers of sidewalk riding. On the other hand, because there are no bicycle-specific markings in wide outside lanes, they are not recognized as an on-road bicycle facility by many bicyclists, resulting in a higher incidence of adjacent sidewalk riding than could otherwise be the case. the roadway, thus addressing several potential problems of bicycle lanes. The shared-use ARROW also requires less pavement marking materials than a bicycle lane stripe, and the ARROW reinforces the correct direction of travel, an issue of great importance for bicycling safety. Figure 2. On-street placement of Shared-use ARROW. ARROW Design The shared-use ARROW (Figures 1 & 2) was developed with the intention of addressing these deficiencies of wide outside lanes. Furthermore, for situations at which sufficient pavement width exists to choose between striping a bicycle lane or leaving a wide outside lane, the shared-use ARROW may offer a third option, bridging the gap between the two existing treatments. Unlike a bicycle lane stripe, the shared-use ARROW does not restrict bicyclists and motorists to separate areas of 4'0" 6' 0" Figure 1. Shared-use ARROW. The shared-use ARROW was originally developed by James Mackay, the Bicycle and Pedestrian Planner for the city and county of Denver, CO (Figure 3). The City of San Francisco, through Manito Velasco, Assistant Transportation Engineer, has also used the ARROW. They elongated it from 4'3" to 6' and also altered the placement specifications. The current ARROW builds upon these efforts by establishing a widened opening along its centerline in an Figure 3. Original symbol design. Page 1

effort to channelize and make it more obvious to bicyclists to track down the centerline of the symbol. This was based on personal communications with James Mackay and Manito Velasco, who both noted through observations that bicyclists tended to track over the symbol. ARROW Placement HSRC proposed a lateral placement of 2.5 feet from the curb face, which was based on the local conditions of a 15-foot wide lane with no gutter pan and preliminary BEFORE measurements which showed bicyclists riding 1.6 feet on average from the curb. Furthermore, with this specified spacing, it was expected that motor vehicle tires would be less likely to track over and wear out the marking. However, paving over the old gutter pan left a seam about 2 feet from the curb. Thus, instead of at 2.5 feet from the curb face, the ARROW was placed at 3.5 feet by Gainesville Public Works (Figure 4). Evaluation A BEFORE/AFTER evaluation was conducted. Four locations along 13 th Street (US 441) in Gainesville, FL were examined using videotaping equipment to record bicycles and motor vehicles. In this study area 13 th Street has 4 lanes, a 30 mph speed limit, and carries approximately 35,000 vehicles per day. Figure 5 below shows the 4 sites depicted with arrows indicating the direction in which the camera was facing. Sites 1-3 were acceptable for all data that was to be collected, while one site (Site 4) was not acceptable for spacing measurements. 15' 0" 3' 6" 9' 6" 1' 6" 5' 6" Figure 4. Actual lateral placement. The longitudinal placement specifications as developed by James Mackay were followed. The ARROW was placed 20 feet after intersections, 80 feet in advance of an intersection, and spaced at roughly 200-foot intervals along the section. Figure 5. Site map. Page 2

Site 1 was at SW 8 th with the camera on the east side of 13 th and north side of SW 8 th and facing south in order to examine northbound traffic. Site 2 was at Museum Rd. with the camera on the west side of 13 th and south side of Museum facing north to film southbound traffic. Site 3 was at NW4 th with the camera on the east side and north of NW4 th looking south at northbound traffic. Site 4 was at University Avenue with the camera on the west side of 13 th and the south side of University Avenue, facing north to capture southbound traffic. Seventeen videotaping sessions approximately 2 hours in length were used to gather data both BEFORE and also AFTER the ARROW was installed for a total of 34 sessions. Concurrent with installation of the device, approximately 1 week of public awareness was conducted. A press release was prepared, and television crews filmed bicyclists riding along the stenciled street. Information about the stencil was widely disseminated to University of Florida students, faculty, and staff through normal channels. The videotapes were examined by HSRC personnel. Three spacing measurements were made using Jandel Scientific SigmaScan Pro Image Measurement Software on still images of the videotape captured by Snappy Version 3.0. The measurements were Bicycle to Curb, Bicycle to Motor Vehicle, and Motor Vehicle to Curb. Bicyclist position and direction were also noted, with the following six categories tallied: 1. In Street, With Traffic 2. In Street, Facing Traffic 3. Sidewalk, With Traffic 4. Sidewalk, Facing Traffic 5. Both In Street and On Sidewalk, With Traffic 6. Both In Street and On Sidewalk, Facing Traffic Results Bicyclist Position and Direction The following lists show bicyclist position and direction BEFORE and AFTER placement of the ARROW: BEFORE: N=913 1. In Street, With Traffic n=359; 39.3% 2. In Street, Facing Traffic n=1; 0.1% 3. Sidewalk, With Traffic n=393; 43.0% 4. Sidewalk, Facing Traffic n=92; 10.1% 5. Both, With Traffic n=68; 7.4% 6. Both, Facing Traffic n=0 AFTER: N=466 1. In Street, With Traffic n=211; 45.3% 2. In Street, Facing Traffic n=1; 0.2% 3. Sidewalk, With Traffic n=190; 40.8% 4. Sidewalk, Facing Traffic n=30; 6.4% 5. Both, With Traffic n=34; 7.3% 6. Both, Facing Traffic n=0 BEFORE the ARROW was placed, 39.3% of bicyclists rode In Street, With Traffic. AFTER the ARROW was placed, the proportion of bicyclists riding In Street, With Traffic increased to 45.3%. Comparing In Street, With Traffic with all other positions and directions combined (a 2x2 table, chi-square test) yields a statistically significant increase (p<.05) toward riding in the street with traffic AFTER the placement of the ARROW. Page 3

Bicycle to Curb Bicycle to curb measurements were made to determine if the ARROW was associated with a change in the lateral positioning of bicyclists. This measurement was made when the bicyclist passed a selected point in the roadway, and was taken from the center of the front tire to the curb face. For each bicyclist it was noted whether any overtaking motor vehicles were present which could potentially be influential to where the bicyclist might position laterally. BEFORE: Ideally, all BEFORE measurements were to be made at the exact location where the ARROW would later be placed, but this was not always possible. Typically, BEFORE measurements were made approximately within 100 feet of where the ARROW ultimately was placed. The mean bicycle to curb measurement in the BEFORE period was 1.58 feet (n=311). A potentially influential motor vehicle was present 82% (n=255) of the time. Figure 7. Bicyclist at Site 2 in the after period for Bicycle to Curb measurement. AFTER: Ideally, all AFTER measurements were to be made right at the ARROW, but again this was not always possible, and a small number of the measurements were made nearby. Figure 8. Bicyclist at Site 3 in the after period for Bicycle to Curb measurement. Figure 6. Bicyclist at Site 1 in the after period for Bicycle to Curb measurement. The mean bicycle to curb measurement in the AFTER period was 1.83 feet (n=192). A potentially influential motor vehicle was present 83% (n=160) of the time. Page 4

The difference between the BEFORE measurement of 1.58 feet and the AFTER of 1.83 feet (approx. 3 inches) was statistically significant (p<.01). Bicycle to Motor Vehicle This measurement was made when a motor vehicle with a driver with unobstructed view was directly next to the bicyclist, the front wheels of the motor vehicle and bicycle in line. The measurement was from the center of the bicycle front tire to the outside edge of the front right motor vehicle tire. The mean bicycle to motor vehicle measurement in the BEFORE period was 6.00 feet (n=92). The mean bicycle to motor vehicle measurement in the AFTER period was 6.13 feet (n=83). The difference was not statistically significant. Figure 10. Bicyclist at Site 2 in the after period for Bicycle to Motor Vehicle measurement. Figure 9. Bicyclist at Site 1 in the after period for Bicycle to Motor Vehicle measurement. Figure 11. Bicyclist at Site 3 in the after period for Bicycle to Motor Vehicle measurement. Page 5

Motor Vehicle to Curb The distance from the outside edge of the front tire (or in some cases the rear tire) to the curb face was measured when there were no bicyclists nearby to influence the drivers positioning. Equal numbers of images were taken from Sites 1-3 for the BEFORE and AFTER periods. 6.40 feet was not statistically significant. BEFORE: This spacing was taken as near as possible to where the ARROW would be located in the AFTER condition. N=100; Mean = 6.32 feet 14 of the 100 motor vehicles were less than 5.5 feet from the curb face, and thus would have made contact with the ARROW had there been one. AFTER: This spacing was measured at the ARROW. N=100; Mean = 6.40 feet Figure 13. Motor vehicle at Site 2 in the after period for the Motor Vehicle to Curb measurement. 16 of the 100 motor vehicles made contact with the ARROW. Figure 12. Motor vehicle at Site 1 in the after period for the Motor Vehicle to Curb measurement. Figure 14. Motor vehicle at Site 3 in the after period for the Motor Vehicle to Curb measurement. The difference between the BEFORE mean of 6.32 feet and the AFTER of Page 6

Comparisons of the Distributions of the Three Distance Measures In addition to a statistical comparison of mean distances, it was of interest to examine the distributions of the three distance measures of Bike to Motor Vehicle, Bike to Curb, and Motor Vehicle to curb. These are depicted graphically in Figure 15 in the form of box and whisker plots for both the before and after conditions. For each measurement, the solid box extends from the 25 th percentile observation to the 75 th percentile. Thus, the height of the box is the interquartile distance (or IQD). The light band across the box indicates the median of the distribution while the mean is marked with an X. Thus, the box indicates both the center and spread of the distribution. The whiskers (dotted lines) extend from the top and bottom of the box to a distance of 1.5 the IQD or to the extreme value of the distribution, whichever is less. Extreme values beyond that are indicated by horizontal lines. Figure 15 shows the small changes in mean values noted earlier and a more general shift in all three distributions toward slightly greater values in the after condition. The most notable change, however, is the increased spread in the distribution of bike-to-curb distance measurements (the middle plot) after the ARROW was in place. In particular, the proportion of bicyclists riding at distances of 1.75 to 2.5 feet from the curb increased substantially, giving these riders a larger space to maneuver toward the curb if motor vehicles encroached into this area. The shift in the distribution may also be reflecting increased comfort of cyclists using the shared lane. Figure 15. Distributions of measurements of Bike to Motor Vehicle, Bike to Curb, and Motor Vehicle to Curb. Discussion Page 7

For this evaluation, the measures of effectiveness pertained to before and after measurements of bicycles and motor vehicles from the curb and from each other. Bicycle to Curb was the only measurement that showed a statistically significant difference between the BEFORE and AFTER conditions. Although the difference between the BEFORE mean measurement of 1.58 feet and the AFTER of 1.83 feet was statistically significant, this.25 feet (1.83-1.58), or 3 inches, is not practically significant. This does not represent enough of a meaningful shift in distance for real world application. Furthermore, this amount may fall within the measurement error of the software/data reducer, especially considering that BEFORE measurements were made with the bicyclist farther from the camera. There was an interesting difference in the distributions of the measurements that were made, and the difference was again associated with the Bicycle to Curb distance. There was increased spread in the lower end of the distributions in the AFTER period, such that the proportion of bicyclists riding 1.75 to 2.5 feet from the curb increased substantially, in effect increasing their safety margin. measurement which yielded more riding space for bicyclists is compelling enough to keep the jury out on this shared lane treatment a bit longer. More trials in other locations are recommended and should result in more conclusive findings. Acknowledgments We would like to thank Brian Kanely and Phil Mann of the City of Gainesville Public Works - Engineering Department for all their help with getting the stencil cut and then placed on the street, as well as arranging the press conference and related materials for the public awareness campaign. Thanks also to Kenny Richardson for videotaping, and to Linda Dixon for reviewing the report. There was a statistically significant increase in the proportion of bicyclists riding in the street after placement of the ARROW. This shift from the sidewalk to the street should increase safety by putting cyclists where they are more visible to motorists and out of conflict with vehicles entering or exiting driveways that cross sidewalks, as well as reduce the conflicts with pedestrians. The 13 th Street corridor was chosen because there were enough bicyclists riding on a daily basis to make data collection efficient. In retrospect, however, the number of cyclists may be a factor that mitigates against possible shifts in the distance measures of effectiveness. It is certainly possible that motor vehicle drivers on this route are well attuned to the presence of bicyclists, and thus may already have shifted their traffic lane location away from the curb to account for the space needs of bicyclists before the ARROW was installed. However, the shift in the lower end of the Bicycle to Curb Page 8

Page 9