Impact of Signal Mounting Configurations on red-light running at urban Signalized Intersections

ثبت نشده
چکیده

by Kerrie l. schAttler, ph.d., deborAh mcAvoy, ph.d., p.e., ptoe, mAtthew t. christ, msce, And collette m. glAuber introduction Navigating through signalized intersections is considered to be one of the most complex driving tasks. In 2007, the National Highway Traffic Safety Administration (NHTSA) reported that 8,650 people were killed as a result of intersection-related crashes.1 A high proportion of these intersection-related crashes involved red-light running. NHTSA estimates that approximately 800 fatality crashes are directly related to motorists running red lights at signalized intersections annually.1 Many engineering strategies have been found to reduce red-light running and related crashes and injuries, such as improving signal visibility, improving signal conspicuity, optimizing signal timings, changing cycle lengths, changing the timing of yellow and all-red intervals, using dilemma zone protection, removing unwarranted signals, improving stopping conditions such as converting intersections to roundabouts, and others.1, 2 In order to achieve safe and smooth traffic flow at intersections, traffic signal visibility and conspicuity is critical to reducing red-light running and associated crashes. In a recent survey, 40 percent of motorists caught running red lights indicated that the reason for their violation was that they did not see the signal, whereas another 12 percent thought the signal indication was green, instead of red.3 In regards to standards, the Manual on Uniform Traffic Control Devices (MUTCD) regulates the location (horizontal and vertical placement), design (size and number of signal faces by approach), and meaning of the signal indications. These standards are in place to ensure uniformity in signal design features throughout the United States. However, there are substantial differences in the mounting configurations of traffic signals among road agencies. Traffic signals may be mounted on poles located on street corners, supported by overhead mast arms, or hung overhead by span wire attached to poles near the intersection.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Estimating the Safety Benefits of Red Light Cameras at Signalized Intersections in Urban Areas Case Study: The City of Virginia Beach

The Highway Safety Manual [HSM, 2010] recommends safety evaluations be performed before implementing any roadway treatment to predict the expected safety consequences. Safety consequences can be measured using crash prediction models, Crash Modification Factor (CMFs), or both. This paper develops a CMF to show the expected impact of red-light cameras (RLCs) on safety at signalized intersections...

متن کامل

Analysis of the Impact of user’s Violations on the Saturation Flow Rate at Signalized Intersections

Accurate estimation of saturation flow rate is a prerequisite for accurate estimation of level of service and delays of signalized intersections. Saturation flow rate of intersections depends on many factors, including traffic behavior and culture. One of the important problems of traffic behavior in Iran is the violation of law at the physical region of intersections. The main purpose of this ...

متن کامل

Effects of red light camera enforcement on fatal crashes in large U.S. cities.

OBJECTIVE To estimate the effects of red light camera enforcement on per capita fatal crash rates at intersections with signal lights. METHODS From the 99 large U.S. cities with more than 200,000 residents in 2008, 14 cities were identified with red light camera enforcement programs for all of 2004-2008 but not at any time during 1992-1996, and 48 cities were identified without camera program...

متن کامل

Modeling Multiple–Vehicle Property Damage Collisions in Urban Signalized Intersections

Development of disaggregate models for estimating different property damage collision type frequencies in urban intersections has rarely been studied, particularly in Iran. It seems very little research work being implemented for studying the effect factors on collision type frequency at intersections. The main objective of this paper is to develop suitable statistical models to predict types o...

متن کامل

Impact of Optimally Minimizing Delay Times on Safety at Signalized Intersections in Urban Areas, Case Study: The City of Virginia Beach

Optimally minimizing delay times at signalized intersections can significantly improve both traffic flow and safety. However, most traffic flow optimizing tools do not measure the effect on safety. This study uses nonlinear programming (NLP) algorithms to optimally minimize delay times and employs both Safety performance functions (SPFs) and empirical Bayes (EB) before-after methodology to meas...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2011