Francisco Javier Camacho Torregrosa

Dr. Francisco Javier Camacho Torregrosa

Highway Engineering Research Group, Universitat Politècnica de València (Polytechnic University of Valencia), 46022 València, Spain
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Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2013 in Accident Analysis & Prevention
Verified
Journal Article
Closed access
Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
Ana María Pérez-ZuriagaAna María Pérez-Zuriaga
Ana María Pérez-Zuriaga
JCJ. Manuel Campoy-Ungría
J. Manuel Campoy-Ungría
AGAlfredo Garcia
Alfredo Garcia

1 January 2010 in Transportation Research Record: Journal of the Transportation Research Board
Verified
Journal Article
Closed access
Ana María Pérez-ZuriagaAna María Pérez-Zuriaga
Ana María Pérez-Zuriaga
AGAlfredo Garcia
Alfredo Garcia
Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
PDPierangelo D'ATtoma
Pierangelo D'ATtoma
In the road design process, speed variation along the road segment is an important issue to consider in adapting road geometry to drivers' expectations. To achieve this objective, speed criteria are used to evaluate road consistency. Being able to estimate the operating speed in the design phase can lead to safer road alignment. With this objective, several researchers have developed operating speed models. Most of these models are based on collected spot speed data. They assume constant speed on curves and, therefore, deceleration that occurs entirely on the approach tangent. According to these assumptions, spot speed data are collected at the center of the horizontal curve and at the midpoint of the preceding tangent to obtain operating speed models. This paper presents a new methodology based on the use of Global Positioning System devices that allow continuous collecting and processing of speed data. With this new methodology, not only can new and more accurate operating speed models be developed, but cited hypotheses can also be checked. Observed speed continuous profiles allow studies that previously could not be done, especially as related to deceleration and speed variations. This study calibrated new speed models, including three for horizontal curves with a radius curve and the curvature change rate of a single curve as explanatory variables, and one for tangents that incorporates the curve speed model. Tangent-curve speed variations are evaluated, with comparison of Δ85V and ΔV85, analysis of the deceleration length occurring on a curve, and development of two deceleration models.

1 October 2020 in Accident Analysis & Prevention
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Journal Article
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AGAlfredo Garcia
Alfredo Garcia
Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
PBPedro Vinicio Padovani Baez
Pedro Vinicio Padovani Baez

1 November 2013 in Journal of Transportation Engineering
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Journal Article
Closed access
Ana María Pérez-ZuriagaAna María Pérez-Zuriaga
Ana María Pérez-Zuriaga
Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
AGAlfredo Garcia
Alfredo Garcia
In the road geometric design process, speed variation along the road segment is one of the most popular criteria to evaluate road consistency, hence the importance of estimating operating speed and its variations. Most of the estimation models are based on speed spot data collection, usually assuming some hypotheses like operating speed remains constant at curves and speed variations take place entirely at preceding tangent. This paper presents the results of the study of the deceleration phenomenon using a new methodology based on data collection by global positioning system devices. By means of this new methodology, not only new and more accurate models can be developed, but also the previous hypotheses can be checked and new studies can be carried out. Tangent-to-curve speed variations have been evaluated, comparing the 85th percentile speed differential (Δ85V) and the differential of the 85th percentile operating speed (ΔV85), analyzing the percentage of deceleration length that takes place at...

1 April 2015 in Computer-Aided Civil and Infrastructure Engineering
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Journal Article
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Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
Ana María Pérez-ZuriagaAna María Pérez-Zuriaga
Ana María Pérez-Zuriaga
JCJosé M. Campoy‐Ungría
José M. Campoy‐Ungría
AGAlfredo Garcia
Alfredo Garcia
ATAndrew P. Tarko
Andrew P. Tarko

1 January 2016 in Transportation Research Record: Journal of the Transportation Research Board
Verified
Journal Article
Closed access
David Llopis CastellóDavid Llopis Castelló
David Llopis Castelló
Francisco Javier Camacho TorregrosaFrancisco Javier Camacho Torregrosa
Francisco Javier Camacho Torregrosa
JMJavier Marín-Morales
Javier Marín-Morales
APAna María Pérez-Zuriaga
Ana María Pérez-Zuriaga
AGAlfredo García
Alfredo García
JDJuan F. Dols
Juan F. Dols
The number of road safety studies that are based on driving simulators is growing significantly. The Polytechnic University of Valencia, Spain, developed a low-cost driving simulator for the assessment, training, and rehabilitation of drivers (SE2RCO). The main objective of this research was the validation of the driving simulator so that studies about road safety and highway geometric design that considered human factors could be performed. The validation was based on continuous speed profiles collected from 28 volunteers on a 30-km-long, two-lane rural road section. The same volunteers drove through the same road section built in SE2RCO. Speed data of 79 curves and 52 tangents were selected for the analysis. Comparison of the real and simulated speeds ensured the simulator’s objective validity according to average and operating speeds. Two models were developed to predict field speeds from simulated speeds. Results showed that a simulated average speed lower than approximately 90 km/h was linked to a similar real average speed. For higher simulated speeds, the average speed in the real environment was lower than the simulated one. In addition, the actual operating speed was around 5 km/h lower than the operating speed in the driving simulator. Most volunteers assessed the quality and similarity of the virtual environment compared with the real world as medium or high and assessed the driving tasks similarly, thus achieving subjective validation of the simulator.