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Number of results: 8
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Abstract

The problem of poor quality of traffic accident data assembled in national databases has been addressed in European project InDeV. Vulnerable road users (pedestrians, cyclists, motorcyclists and moped riders) are especially affected by underreporting of accidents and misreporting of injury severity. Analyses of data from the European CARE database shows differences between countries in accident number trends as well as in fatality and injury rates which are difficult to explain. A survey of InDeV project partners from 7 EU countries helped to identify differences in their countries in accident and injury definitions as well as in reporting and data checking procedures. Measures to improve the quality of accident data are proposed such as including pedestrian falls in accident statistics, precisely defining minimum injury and combining police accident records with hospital data.

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Authors and Affiliations

P. Olszewski
B. Osińska
P. Szagała
P. Skoczyński
A. Zielińska
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Abstract

In the paper methods for conducting Road Safety Inspections (SIs) in Italy and Poland are described and compared. The goal of the study is to improve the quality and efficiency of the safety inspections of road network by using low cost equipment (GPS, Tablet, Camera) and specific software. Particular attention was paid to the need for proper calibration of factors, causing traffic safety hazard associated with road infrastructure. The model developed according to the Italian procedures was adapted to comply with the checklists and evaluation criteria of the Polish guidelines. Overall, a good agreement between the two approaches was identified, however some modification was required to include new safety issues, characteristic for the Polish network for safety inspection of two lane rural roads. To test the applicability about 100 km of regional two lane roads in Poland were inspected with Polish and Italian procedures.

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Authors and Affiliations

S. Cafiso
M. Kieć
M. Milazzo
G. Pappalardo
F. Trovato
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Abstract

Bicycle lanes are lanes marked on a road and dedicated for exclusive use for cyclists.. Because they combine bike and motor traffic they provide directness and flow. However, a shared use of streets could result in bicycle-car accidents. Following up on the good practice Western countries have in planning cycle infrastructure, Gdansk has recently introduced bike lanes on a few streets. The aim of the research was to assess the attractiveness and safety of bike lanes as a relatively new and rare solution in Gdansk. The attractiveness was assessed using the multi-criteria method. The data for the assessment came from surveys and fieldwork (inventory, observation of cyclist behaviour, traffic counts). Additionally, safety information was supplemented with police statistics on collisions and accidents. The results show that the level of bike lane usage is rather high (more than 70%). However, 80% of the respondents do not find them as attractive as separated bike paths. The advantages indicated by bike lane users included speed, surface quality, and comfort. Those who avoiding bike lanes have pointed to insufficient sense of safety. The main problems were identified such as speed and volume of motor traffic, width of bicycle lane, surface quality and parking places located next to bike lanes. The conclusions from the research are consistent with the literature. The findings could improve the attractiveness and safety of bike lanes in Gdansk if implemented by bike infrastructure planners and designers.
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Authors and Affiliations

Romanika Okraszewska
1
ORCID: ORCID
Karolina Kijewska
1
ORCID: ORCID
Joanna Wachnicka
1
ORCID: ORCID
Miroslava Mikusova
2
ORCID: ORCID

  1. Gdansk University of Technology, Department of Highway and Transportation Engineering, ul. Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland
  2. University of Zilina, Department of Road and Urban Transport Univerzitná 8215/1, 010 26 Žilina, Slovakia
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Abstract

Red-light running at intersections is a common problem that may have severe consequences for traffic safety. The present paper investigates driver behavior in dilemma zones in Polish conditions. Based on the empirical research conducted at 25 urban and rural signalized intersections, type II dilemma zone boundaries were determined. In this study, generalized linear regression models were used to fit the probability of stopping to explanatory variables. Seeing as the dependent variable is dichotomous (stop/go), binary logistic regression was used for predicting the probability of the outcome based on the values of continuous or categorical predictor variables. The results show that factors which have a statistically significant effect on drivers’ propensity to stop include: vehicle type, the geometry of the intersection, location of signal heads and platooning on the approach to the stop line. Type-II dilemma zone boundaries are situated at the following distance: the beginning from 1.9 s to 2.4 s, and end from 5.0 to 5.9 s (on average 2.2 ÷ 5.4 s) from the stop line.
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Bibliography


[1] R. Bąk, „Sposoby obliczania czasów międzyzielonych na skrzyżowaniach zamiejskich”, Technika Transportu Szynowego 9/2012.
[2] B.N. Campbell B.N., J.D. Smith, W.G Najm, “Analysis of Fatal Crashes Due to Signal and Stop Sign Violations”, NHTSA Report DOT HS 809 779, Washington, D.C., 2004.
[3] S. Gondek, R. Bąk, „Badania wjazdów na sygnale czerwonym na zamiejskich skrzyżowaniach z sygnalizacją świetlną”, Transport Miejski i Regionalny 5/2012, pp. 18–24.
[4] http://www.policja.pl
[5] Y.M. Mohamedshah, L.W. Chen, F.M. Council, “Association of selected intersection factors with red-lightrunning crashes”, FHWA Highway Safety Information System Summary Report, Washington D.C., 2000.
[6] D. Gazis, R. Herman, A. Maradudin, “The problem of the amber signal light in traffic flow”, Operations Research, Vol. 8, 1960.
[7] S. Ghanipoor Machiani, M. Abbas. “Safety surrogate histograms (SSH): A novel real-time safety assessment of dilemma zone related conflicts at signalized intersections”. Accident Analysis and Prevention 96, 2015, pp. 361–370.
[8] C.V. Zegeer, R.C. Deen, “Green-Extension Systems at High-Speed Intersections”, ITE Journal, Institute of Transportation Engineers, Washington, D.C. 1978, pp. 19–24.
[9] P.S. Parsonson, R. Roseveare, J.M. Thomas, “Southern Section ITE Technical Council Committee 18: Small-Area Detection at Intersection Approaches”, Traffic Engineering, 1974.
[10] T. Gates, D.A. Noyce, L. Laracuente, “Analysis of Dilemma Zone Driver Behavior at Signalized Intersections”, Transportation Research Record: Journal of the Transportation Research Board, Vol. 2030, Washington D.C., 2007, pp. 29–39.
[11] T. Gates, H. McGee, K. Moriarty, M. Honey-Um, “A comprehensive evaluation of driver behavior to establish parameters for timing of yellow change and red clearance intervals”. Transportation Research Record: Journal of the Transportation Research Board, Vol. 2298, Washington, D.C. 2012.
[12] A. Maxwell, K. Wood, “Review of traffic signals on high speed roads”, European Transport Conference, Strasbourg 2006.
[13] D. Middleton, “Guidelines for detector placement on high-speed approaches to signalized intersections”, Texas Department of Transportation, Austin, Texas 1997.
[14] Y. Sheffi, H. Mahmassani, “A Model of Driver Behavior at High Speed Signalized Intersections”, Transportation Science, Vol. 15, No. 1, 1981, pp. 50–61.
[15] W. Kim, J. Zhang, A. Fujiwara, “Analysis of Stopping Behavior at Urban Signalized Intersections, Empirical Study in South Korea”. Transportation Research Record: Journal of the Transportation Research Board, No. 2080, Washington, D.C., 2008, pp. 84–91.
[16] P. Papaioannou, “Driver behaviour, dilemma zone and safety effects at urban signalized intersections in Greece”, Accident Analysis and Prevention 39, 2007, pp. 147–158.
[17] B.K. Pathivada, V. Perumal, “Analyzing dilemma driver behavior at signalized intersection under mixed traffic conditions”. Transportation Research Part F, Vol. 60, 2019, pp. 111–120
[18] A. Al-Mudhaffar, “Impacts of traffic signal control strategies”, PhD diss., Royal Institute of Technology KTH, Stockholm, 2006.
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Authors and Affiliations

Radosław Bąk
1
Janusz Chodur
1
Nikiforos Stamatiadis
2
ORCID: ORCID

  1. Cracow University of Technology, Faculty of Civil Engineering, ul. Warszawska 24, 31-155 Cracow, Poland
  2. University of Kentucky, Department of Civil Engineering, Lexington, KY 40506, United States
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Abstract

The aim of the paper is to present the procedure of non-standard road signs and markings implementation in Poland to improve road safety and traffic performance of road infrastructure. The authors investigated the following cases: road and its surroundings’ perception and understanding improvement; warning of increased risk of accidents ; road works; speed management and ITS. The procedure was developed on the basis of interdisciplinary research, including: observation of drivers behaviour in real traffic; comparative crash analysis on sections with and without non-standard signs or markings; surveys on the understanding signs and marking; driving simulator experiments. As a result of the research, an implementation procedure for non-standard signs and markings, in the form of flowchart, was developed. In the designed procedure the following study of non-standard signs can be distinguished: questionnaire studies, eye tracking tests and driving simulator tests. The choice of the test method depends on the preliminary assessment of sign understanding, based on the results of the questionnaires. Moreover, thresholds for the declared understanding level, which determines the selection of additional tests to be done prior to the implementation of the sign, are given. The guidelines for conducting tests, analysis and monitoring of implementation were described as well.
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Authors and Affiliations

Alessandro Calvi
1
Stanisław Gaca
2
Tomasz Kamiński
3
ORCID: ORCID
Mariusz Kieć
2
Mikołaj Kruszewski
3

  1. Department of Engineering, Roma Tre University, Via Vito Volterra 62, 00-146 Rome, Italy
  2. Cracow University of Technology, Faculty of Civil Engineering, 24 Warszawska Str., 31-155 Cracow, Poland
  3. Motor Transport Institute, Transport Telematics Center, Jagiellońska 80 Str., 03-301 Warsaw, Poland
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Abstract

The research into the use of less costly modifications of road links and networks, and changes in the service of road surroundings aimed at ensuring an improvement of through traffic performance in suburban areas, and on roads passing through built-up areas as small localities, with application of simulation model, is presented in this paper. From among possible designs, the authors investigated and presented the effectiveness of two, i.e. implementation of an additional multifunctional median lane in the road cross-section, and construction of service roads with different locations of intersections (end or middle of the road section).

The analysis is focused on the impact of such changes on traffic performance and road safety. The authors analysed travel speed, delay and share of platoon traffic on a uniform sections of the road for different types of road surroundings service. The study presents the results of analyses of road network before and after modification, and the assessment of:

•impact of access points density and level of their use on road traffic performance,
•impact of driving through road sections in built-up area on building platoon traffic,
•impact of change in the cross-section type on traffic performance.

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Authors and Affiliations

M. Kieć
M. Tracz
S. Gaca
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Abstract

Safety Performance Functions and Crash Modification Factors are statistically-based prediction methods that require significant efforts and long periods in crash data collection. Traffic conflict studies can mitigate this issue using a short time survey to measure the number and severity of traffic conflicts, which are regarded as surrogate safety measures. Unfortunately, they are empirical studies that can be carried out only after the implementation of a treatment. The overall objective of the present research is to investigate the performance of different methods for conflict detection and classification, considering the observed conflicts on 2+1 roads in Poland. Observations were compared with conflicts detected in simulated environments. The latter include either the Agent-Based Microsimulation (ABM) approach, or the virtual reality simulation using a Driving Simulator (DS). Conflicts were detected and classified based on video recording and analysis of vehicle trajectories in the merging area of 2+1 roads. The studies focused only on lane-changing conflicts. Locations, Post Encroachment Time and Time to Collision values of observed conflicts between vehicles were subsequently identified. Observed conflicts were compared with the ones resulting from ABM and DS, to determine whether there is a correlation between them.
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Authors and Affiliations

Salvatore Cafiso
1
ORCID: ORCID
Alessandro Calvi
2
Carmelo D'Agostino
3
Mariusz Kieć
4
Gianmarco Petrucci
5
Piotr Szagała
6

  1. University of Catania, Department of Civil Engineering & Architecture, Via Santa Sofia 64, I-95125 Catania, Italy
  2. Roma Tre University, Department of Engineering, Via Vito Volterra 62, I-00146 Rome, Italy
  3. Lund University, Department of Technology and Society, John Ericssons väg 1, 223 63 Lund, Sweden
  4. Cracow University of Technology, Faculty of Civil Engineering, 24 Warszawska Str., 31-155 Cracow, Poland
  5. Donati S.p.A., via Aurelia Antica 272, I-00165 Rome, Italy
  6. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland
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Abstract

Virtual digital representation of a physical object or system, created with precision through computer simulations, data analysis, and various digital technologies can be used as training set for real life situations. The principal aim behind creating a virtual representation is to furnish a dynamic, data-fueled, and digital doppelgänger of the physical asset. This digital counterpart serves multifaceted purposes, including the optimization of performance, the continuous monitoring of its well-being, and the augmentation of informed decision-making processes. Main advantage of employing a digital twin is its capacity to facilitate experimentation and assessment of diverse scenarios and conditions, all without impinging upon the actual physical entity. This capability translates into substantial cost savings and superior outcomes, as it allows for the early identification and mitigation of issues before they escalate into significant problems in the tangible world. Within our research endeavors, we've meticulously constructed a digital twin utilizing the Unity3D software. This digital replica faithfully mimics vehicles, complete with functioning headlamp toggles. Our lighting system employs polygons and normal vectors, strategically harnessed to generate an array of dispersed and reflected light effects. To ensure realism, we've meticulously prepared the scene to emulate authentic road conditions. For validation and testing, we integrated our model with the YOLO (You Only Look Once) neural network. A specifically trained compact YOLO model demonstrated impressive capabilities by accurately discerning the status of real vehicle headlamps. On average, it achieved an impressive recognition probability of 80%, affirming the robustness of our digital twin.
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Authors and Affiliations

Aleksander Dawid
1
Paweł Buchwald
1

  1. WSB University, Department of Transport and Computer Science, Poland

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