Effectiveness of Red Light Cameras in Chicago: An Exploratory Analysis

Similar documents
Analysis of the Red Light Camera Program in Garden Grove, CA By Jay Beeber, Executive Director, Safer Streets L.A., Member ITE

Bhagwant N. Persaud* Richard A. Retting Craig Lyon* Anne T. McCartt. May *Consultant to the Insurance Institute for Highway Safety

Effects of Traffic Signal Retiming on Safety. Peter J. Yauch, P.E., PTOE Program Manager, TSM&O Albeck Gerken, Inc.

Analysis of Factors Affecting Train Derailments at Highway-Rail Grade Crossings

Lake Zurich Police Department Traffic Safety Division 200 Mohawk Trail Lake Zurich, IL 60047

New Castle County Intersection Crash Analysis

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

2012 TOWN OF CASTLE ROCK MOTOR VEHICLE ACCIDENT FACTS PREPARED BY THE PUBLIC WORKS DEPARTMENT

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

Per the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:

Using SHRP 2 s NDS Video Data to Evaluate the Impact of Offset Left-Turn Lanes on Gap Acceptance Behavior Karin M. Bauer & Jessica M.

Review of A Detailed Investigation of Crash Risk Reduction Resulting from Red Light Cameras in Small Urban Areas by M. Burkey and K.

DEPARTMENT OF ENVIRONMENTAL SERVICES. North Harrison Street (Lee Highway to Little Falls Road) Comparative Analysis. Prepared for:

Overview. Updated pictures of the intersection are shown in Exhibits 1 thru 4, and the aerial photo provided by Google Maps is shown in Exhibit 5.

CASUALTY REVIEW

HSIS. Association of Selected Intersection Factors With Red-Light-Running Crashes. State Databases Used SUMMARY REPORT

Study on fatal accidents in Toyota city aimed at zero traffic fatality

4/27/2016. Introduction

GreenbergTraurig. June 12, 2013

Safety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections

Use of Throw Distances of Pedestrians and Bicyclists as Part of a Scientific Accident Reconstruction Method 1

Introduction 4/28/ th International Conference on Urban Traffic Safety April 25-28, 2016 EDMONTON, ALBERTA, CANADA

Department of Transportation

ANNUAL REVIEW OF INDUSTRY EXPERIENCE - FINAL REPORT AS OF DECEMBER 31, 2016 COMMERCIAL VEHICLES ALBERTA AUTO INSURANCE RATE BOARD 29 SEPTEMBER 2017

Pedestrian Accidents in Utah

LYNNWOOD ROAD ARTERIAL STUDY The effect of intersection spacing on arterial operation

A location model for pedestrian crossings in arterial streets

Selected Intersection Crash Analysis for Prepared by: Rita Morocoima-Black Susan Chavarría Lucas Cruse

Speed Data Analysis. Monk Fryston Parish Council. Traffic Speed data Statistical Analysis 30th. November 2017 to 6th December 2017.

Effects of Automated Speed Enforcement in Montgomery County, Maryland, on Vehicle Speeds, Public Opinion, and Crashes

Delivering Accident Prevention at local level in the new public health system

Roundabout Design: Safety and Capacity Background Paper July 25, 2004

METHODOLOGY. Signalized Intersection Average Control Delay (sec/veh)

REPORT ON RED-LIGHT TRAFFIC CONTROL SIGNAL MONITORING SYSTEMS Third Annual Report. Prepared by the New Jersey Department of Transportation

Slimming the Streets: Best Practices for Designing Road Diet Evaluations

NMSU Red Light Camera Study Update

Chicago Pedestrian and Bicycle Safety Initiative Final Report

An Analysis of Reducing Pedestrian-Walking-Speed Impacts on Intersection Traffic MOEs

REPORT ON RED-LIGHT MONITORING SYSTEMS

Chicago Safe Routes to School Safe Routes to High School (SRTS/SRTHS)

12. School travel Introduction. Part III Chapter 12. School travel

2015 Victorian Road Trauma. Analysis of Fatalities and Serious Injuries. Updated 5 May Page 1 of 28. Commercial in Confidence

An Analysis of the Travel Conditions on the U. S. 52 Bypass. Bypass in Lafayette, Indiana.

Briefing Paper #1. An Overview of Regional Demand and Mode Share

Kansas Department of Transportation Strategic Highway Safety Plan. Intersections

INSURANCE INSTITUTE FOR HIGHWAY SAFETY 1005 NORTH GLEBE ROAD ARLINGTON, VA PHONE 703/ FAX 703/

South Pasadena, FL Red-Light Safety Camera Program

Analysis of the Red Light Camera Program in Los Alamitos, CA By Jay Beeber, Executive Director, Safer Streets L.A., Member ITE

Pitching Performance and Age

INTERSECTION SAFETY RESEARCH IN CRACOW UNIVERSITY OF TECHNOLOGY

Mayor s Pedestrian Advisory Council. Wednesday, February 15

Effects of Traffic Condition (v/c) on Safety at Freeway Facility Sections

Findings on the Effectiveness of Intersection Treatments included in the Victorian Statewide Accident Black Spot Program

Pedestrians. Speed Limits. How to avoid car/pedestrian mishaps

Appendix E: Bike Crash Analysis ( )

A review of 2015 fatal collision statistics as of 31 December 2015

DOI /HORIZONS.B P23 UDC : (497.11) PEDESTRIAN CROSSING BEHAVIOUR AT UNSIGNALIZED CROSSINGS 1

Pitching Performance and Age

Access Location, Spacing, Turn Lanes, and Medians

Pedestrian and Bicycle Crashes

LINCOLNWOOD POLICE DEPARTMENT

Figure 1. Winning percentage when leading by indicated margin after each inning,

Signalization and Safety. A Study of the Safety Effects of Signalizing Intersections on Colorado State Highways

Crash Patterns in Western Australia. Kidd B., Main Roads Western Australia Willett P., Traffic Research Services

Complete Street Analysis of a Road Diet: Orange Grove Boulevard, Pasadena, CA

Rogue Valley Metropolitan Planning Organization. Transportation Safety Planning Project. Final Report

Deaths/injuries in motor vehicle crashes per million hours spent travelling, July 2007 June 2011 (All ages) Mode of travel

ROADWAY LIGHTING Literature Summary

Preventing Rear End Collisions. OSACH Safety Group Meeting April 16, 2009

Road Safety Facilities Implemented in Japan

Public Service or Golden Goose?

Public Opinion, Traffic Performance, the Environment, and Safety After Construction of Double-Lane Roundabouts

Evaluation of the ACT Road Safety Camera Program. A TARS Research report for the ACT Government Justice and Community Safety Directorate

Safety Impacts of Roundabouts on Bicycles and Pedestrians

Crash Analysis of I-64 Closure in St. Louis County

TRAFFIC CRASH FACTS FOR CHAMPAIGN-URBANA SELECTED CRASH INTERSECTION LOCATIONS (SCIL)

Los Angeles District 4 Data Analysis Report

Spatial and Temporal Patterns of Pedestrian Crashes Along The Urbanization Gradient

MULTIMODAL INJURY RISK ANALYSIS OF ROAD USERS AT SIGNALIZED AND NON- SIGNALIZED INTERSECTIONS

THE VALUE OF CONFIRMATION LIGHTS AND THEIR UNINTENDED IMPACT ON DRIVER COMPLIANCE AND/OR DETERRENCE TO RUN A RED LIGHT

CASUALTY REVIEW

Final Report. Siim Sööt, Ph.D. Lu Gan Piyushimita (Vonu) Thakuriah, Ph.D. - Project Lead University of Illinois at Chicago

The Effect of Pavement Marking on Speed. Reduction in Exclusive Motorcycle Lane. in Malaysia

Experience with Traffic Actuated Signals

The table below shows how the thinking distance and braking distance vary with speed. Thinking distance in m

the Ministry of Transport is attributed as the source of the material

Complete Streets Policy and Practice

Bicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona

Partners for Child Passenger Safety Fact and Trend Report October 2006

Evaluation of Transverse Rumble Strips at Stop Controlled Intersections

Non-motorized Transportation Planning Resource Book Mayor s Task Force on Walking and Bicycling City of Lansing, Michigan Spring 2007 pg.

EXPERIMENTAL AND ANALYTICAL INVESTIGATION OF THE EFFECT OF BODY KIT USED WITH SALOON CARS IN BRUNEI DARUSSALAM

Modeling Pedestrian Volumes on College Campuses

Grade Separated Intersection

CHAPTER 7 ACCESS MANAGEMENT. Background. Principles of Access Management. Hennepin County Transportation Systems Plan (HC-TSP)

Relative safety of alternative intersection designs

Recently Developed Intersection CMFs. Nancy Lefler, VHB ATSIP Traffic Records Forum, 2014

Transcription:

Effectiveness of Red Light Cameras in Chicago: An Exploratory Analysis by Rajiv C. Shah University of Illinois at Chicago www.rajivshah.com June 17, 2010

Effectiveness of Red Light Cameras in Chicago Chicago leads the nation in red light cameras. The city claims the red light cameras (RLCs) are lowering accidents. The Chicago Tribune drew doubt on that claim based on accident data. This report seeks to provide a further analysis on the effectiveness of red light camera using data obtained from the city of Chicago and the Illinois Department of Transportation (IDOT). This report explains the relationship between red light cameras and traffic accidents in Chicago. The analysis considers accidents at several different levels from overall accidents in Chicago, accidents at traffic signals in Chicago, and accidents at traffic signals with RLCs. There are divergent views on the effects of RLCs. The city s position is that red light cameras are improving driving habits, resulting in fewer accidents. The city claims accidents are down 24% at RLC intersections 1 and accidents are dropping at 60% of all RLC intersections. 2 The city believes there is a direct effect at intersections with RLCs as drivers know these intersections are monitored and will be more careful. Additionally, there should be a spillover or halo effect that affects all intersections as drivers will drive more carefully. The literature on RLC suggests RLCs are associated with increased crashes. The report begins by considering broader changes in accident patterns and narrows down to accidents rates at the RLC intersections. For background, the first red light camera was installed in 2003. In 2004 twenty more cameras were installed. In 2005, no cameras were installed, but between 2006-2008 cameras were steadily installed. At this point, there are about 187 intersections with RLCs. 3 Analysis Overall Accidents Here is a graph of accidents in Chicago between 2001 and 2008: 1 http://www.cityofchicago.org/city/en/depts/oem/supp_info/red_light_camerabrochure.h tml 2 http://articles.chicagotribune.com/2009-11-22/news/0911210177_1_red-light-camerasyears-of-accident-data-dangerous-intersections/2 3 Langland-Orban, B, E. E. Pracht and J. T. Large, Red Light Cameras: Would Crashes, Injuries and Automobile Insurance Rates Increase If They Are Used in Florida?, Florida Public Health Review, 2008; 5:1-7. 2

Clearly there has been a decline in accidents (over 21% between 2001 and 2008). There are a lot of factors affecting accidents from gas prices to the weather. One factor that can be taken into account is how much people drive. The IDOT provides an Annual Vehicle Miles of Travel statistic that allows us to account for how much people drive. The graph shows vehicle miles dropping from 12.6 billion miles in 2002 to 11.6 billion miles in 2008 for Chicago. If people drive fewer miles, it seems reasonable there will be fewer accidents. We can analyze this by looking at the accident rate for each mile traveled. 3

This graph shows when we account for the fewer miles driven, there is no longer a steady drop in accidents. Instead, it s hard to find a significant trend between 2001 and 2008. It s also important to note that you can find either a trend of accidents going up, down, or holding steady depending on the what years you include. So once we account for people driving less, there is not a steady trend of accidents dropping. Any analysis of accidents needs to account for this trend. This trend suggests fewer accidents at construction zones, school zones, highways, and traffic signals (EVERYWHERE). If you are suggesting anything has contributed to safety, e.g., RLC, you need a control group to identify the contribution of the safety device or program. Otherwise it will appear that red light cameras have led to a drop of 21% in accidents (when the drop is due to other factors). Accidents at Traffic Signals This part of the analysis focuses on accidents at traffic signals. The IDOT data contains a separate variable for traffic signals. This allows us to isolate accidents that occur at traffic signals. 4

A quick look at this graph shows that it is very similar to the overall drop in accidents. To factor out the general trend of accidents dropping, we next determined the percentage of accidents that occur at traffic signals in Chicago between 2001 and 2008. This graph shows that the percentage of accidents at traffic signals hasn t changed appreciably between 2001 and 2008. If people were driving more carefully at traffic signals, it would be expected that accidents at traffic signals would become relatively rarer. For example, dropping from a share of 25% of all accidents to 20% of all accidents. The results here suggest that traffic signal accidents are holding relatively constant. This also suggests the RLCs are not having a halo effect because accidents are not dropping throughout the city at traffic signals. 5

The next graph shows the types of accidents occurring at traffic signals in Chicago between 2001 and 2008. The biggest finding here is the drop in Angle crashes (crashes where cars are heading in different directions). Between 2003 and 2008, there is a 5% drop in Angle crashes at traffic signals. This is a large! This drop supports the argument that red light cameras are leading drivers to be more careful at traffic intersections. For both turning and rear end type crashes, their was little change with the exception of the 2008 numbers. Hopefully, 2009 numbers will identify if there is a trend in an increased share of rear end accidents and a decreased share of turning accidents at traffic signals. Accidents at RLC Intersections There are two sources of data on accidents at the RLC intersections. The first is from the Illinois Department of Transportation (IDOT). The second is from Chicago s Department of Transportation (CDOT). Accidents at intersections are measured differently by both agencies. CDOT defines the intersection as extending along the arterial street for a distance of 25 to 50 feet while IDOT will use measurements of 150 to 300 feet. Despite the differences in measurements, we believe any tanglible affect of RLCs should be found at either distance. IDOT DATA 6

The IDOT data comes from the accident data the Chicago Tribune published on their website. 4 The data was for about 50 intersections, both Chicago and suburbs, that had installed red light cameras between roughly 2006 and 2007. The data contains the time and date of all accidents. We were able to use the data for 39 RLC intersections in Chicago. The startup dates for the cameras varied from January 1, 2006 to Nov 26, 2007 The simplest analysis we did was to look at accidents 1 year prior to the startup date and compare it to accidents 1 year after the start up date for the red light cameras. We found a total of 1118 accidents at the 39 intersections 1 year prior to the startup of the RLC. We compared this to 1 year after the startup date and we found a total of 1192 accidents. So in the year the RLCs were running, accidents as a whole went up! We also used a longer time period, which varied according to the data we have for the individual intersection. The longer time period varied from 347 days to 1080 days with a mean of 500 days. This data also found an increase 4.5% in the number of accidents. We examined the data to see if there was any bumps or changes in red light accidents over time. For example, was there an immediate decrease in accidents and then accidents went back up after 3 months? We found that the rate of accidents was constant at intervals of 1, 3, 6, 9, and 12 months. Unfortunately, we don t have access to the entire data set (without manually entering in the Tribune data), so we can t perform a more sophisticated analysis, such as whether there were changes in the types of accidents (angle & rear end) at RLC intersections. The results show that accidents went UP 5% at the intersections with RLCs. This is a shocking result, because you would expect accidents to decline with the introduction of RLCs. Moreover, the statistical effect of regression to the mean would suggest accidents would also decline at these intersections. The results also stand counter to the general trend of accidents falling at in Chicago about 7% between 2005 to 2008, as well as the 7% drop of accidents at traffic signals. Chicago Data A second source of data is from the city of Chicago. The OEMC and the Traffic Management Authority conducted a small study of RLC intersections. We only received this study through a FOIA requests and the aid of the ACLU in pushing the city to release this information. The study looks at 20 control of 20 RLC intersections and compares them. We evaluated the study. We were forced to elimimate 10 of the intersections, both control and RLC, because they did not have a full 12 months of prior data. This left us with 10 control intersections and 10 RLC intersections. The control group experienced a 3.76% decrease in 4 http://www.chicagotribune.com/news/local/chi-091122-redlightmap,0,1513125.htmlpage 7

accidents, while the RLC group experienced a 5.31% decrease in accidents. In sum, there was only a 1.5% different attributable to the RLCs using the city s data. This suggests a very small benefit for the RLCs and is a much smaller figure than the city claims. Conclusions Accidents in Chicago fell between 2001 and 2008. In contrast, accidents at intersections with RLCs in our study actually increased. This result throws doubt on the city s claims of significant accident reductions because of RLCs. The data also shows that the share of accidents at traffic signals has stayed roughly constant. This suggests red light cameras are not reducing accidents throughout the city. If anything, the red light cameras are changing the dynamics of accidents, leading to a lower share of angle type crashes at traffic signals. There is also the possibility that the RLCs are leading to a larger share of rear end accidents at traffic intersections. This data raises more questions than it answers. The goal was not to do a comprehensive study of RLCs, but only to ask whether the benefits of RLCs are obvious. A more comprehensive study would include control groups. In sum, our findings show that RLCs have, at best, a marginal positive impact on accidents. It s clear that the benefits claimed by the city are hyperbole and that there is no evidence that the RLC have had a significant safety benefit. Acknowledgements The data in this study was collected with the help of several parties. First, from the city through a FOIA process that required the help of the with the help of the ACLU of Illinois. Second, from the Chicago Tribune s publication of IDOT data acquired through the FOIA. Finally, IDOT also provided some data upon request to the author. Jeremy Braithwaite of Illinois State University assisted with the statistical analysis. The funding of this research was by Rajiv Shah. 8