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Transportation Research Record | 2012

Safety evaluation of automated section speed enforcement system

Alfonso Montella; Bhagwant Persaud; Mauro D'Apuzzo; Lella Liana Imbriani

Because speeding is one of the most significant contributing factors to fatal crashes, most road agencies attempt to achieve the right operating speed by imposing speed limits. Speed limit violations are prevalent, even on motorways with speed cameras. A problem with speed camera enforcement is that some motorists brake before passing a camera location and then exceed the speed limit after passing. This sudden braking can cause dangerous situations, crashes, and traffic jams. Furthermore, safe operating speed is not achieved where there are no cameras, especially where enforcement is overt, as in Italy. A new technique to overcome these problems is an automated section speed enforcement system, Safety Tutor. Unlike conventional speed meters, which measure vehicle speed at one point, the new technique determines average speed over a long distance. This study evaluated the safety effectiveness of the Safety Tutor system installed on Italian Motorway A1 Milan–Naples in 2007. An empirical Bayes observational before-and-after study was performed. The estimate of the total crash reduction is 31.2%, with a lower 95% confidence limit of 24.3%. The greatest crash reductions were observed for severe crashes and crashes at curves. Reduction was 55.6% for severe crashes, 26.6% for nonsevere crashes, 43.4% at curves, and 28.4% at tangents. However, the systems effectiveness decreased over time. The crash reduction was 39.4% in the first semester after the systems activation and 18.7% in the fifth semester after activation. Results strongly support activation of the new automated system owing to highly significant and substantial safety effects. The decrease in system effectiveness over time may be correctible with higher levels of enforcement.


Road Materials and Pavement Design | 2010

A New Methodology for Stochastic Modelling of Pay Factors in Hot-Mix Asphalt Pavements

Mauro D'Apuzzo; Vittorio Nicolosi

ABSTRACT Since 1990 several research projects developing any Pay-Adjustment (PA) procedure for implementing Performance Related Specification (PRS) in Hot-Mix Asphalt (HMA) pavement construction have been issued. Previous studies proved that an approach based on life-cycle cost analysis and Monte Carlo simulation was an effective way to develop rational pay-adjustment procedures. However, the PRS systems developed so far had some significant weaknesses in the modelling of the variability of Materials and Construction (M&C) characteristics with corresponding PA. Furthermore they are mainly based on an empirical approach rather than on a mechanistic one. A new approach to model M&C variability in PRS systems, based on beta distribution, is introduced and a new stochastic method for pay-adjustment evaluation is developed. These criteria were embedded in a mechanistic system framework based on life-cycle cost analysis and Monte Carlo simulation. The model has been recently applied to a real case study and results are reported and analysed in this paperwork.


Structural Control & Health Monitoring | 2008

Experimental and numerical analysis of vibrations induced by underground trains in an urban environment

V. Aiello; Daniele Boiero; Mauro D'Apuzzo; Laura Socco; F. Silvestri


4th International SIIV congress | 2007

Predicting skid-resistance progression through mathematical model

Nicolosi; Mauro D'Apuzzo


PROCEEDINGS OF THE 3RD EURASPHALT AND EUROBITUME CONGRESS HELD VIENNA, MAY 2004 | 2004

THE EVALUATION OF THE EVOLUTION OF ROAD SURFACE FRICTION: A CASE STUDY IN NAPLES' DISTRICT

Mauro D'Apuzzo; Bruna Festa


SIIV 2nd International congress | 2004

Predicting roughness progression of asphalt pavements by empirical-mechanistic model

Nicolosi; Mauro D'Apuzzo


2nd International Symposium on Highway Geometric DesignTransportation Research Board; Road and Transportation Research Association, Germany; American Association of State Highway and Transportation Officials; American Society of Civil Engineers; Federal Highway Administration; International Road Federation; I | 2000

DESIGN SPEED RANGES TO ACCOMMODATE A SAFE HIGHWAY GEOMETRIC DESIGN FOR HEAVY VEHICLES

Stergios Mavromatis; Basil Psarianos; Mauro D'Apuzzo; Nicolosi


Acta Acustica United With Acustica | 2003

Evaluation of pavement-oriented countermeasures to mitigate traffic induced vibrations in urban areas

Mauro D'Apuzzo; Nicolosi


Transportation Research Board 93rd Annual MeetingTransportation Research Board | 2014

Preliminary Analysis of Rail Defects Collected by High Performance Measuring Devices

Mauro D'Apuzzo; Bruna Festa; Elisabetta Miraglia; Vittorio Balsamo


Transport Research Arena (TRA) 5th Conference: Transport Solutions from Research to DeploymentEuropean CommissionConference of European Directors of Roads (CEDR)European Road Transport Research Advisory Council (ERTRAC)WATERBORNEᵀᴾEuropean Rail Research Advisory Council (ERRAC)Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)Ministère de l'Écologie, du Développement Durable et de l'Énergie | 2014

Measurement Error Models (MEM) regression method to harmonize friction values from different skid testing devices

Azzurra Evangelisti; Samer W Katicha; Edgar de León Izeppi; Gerardo W Flintsch; Mauro D'Apuzzo; Vittorio Nicolosi

Collaboration


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Vittorio Nicolosi

University of Rome Tor Vergata

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Bruna Festa

University of Naples Federico II

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Giovanni Giuliana

University of Naples Federico II

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Laura Mancini

University of Naples Federico II

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Alfonso Montella

University of Naples Federico II

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F. Silvestri

University of Naples Federico II

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V. Aiello

University of Calabria

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Lella Liana Imbriani

University of Naples Federico II

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R. Lamberti

University of Naples Federico II

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