Roundabouts are most often used in urban areas. Due to the lack of national regulations distinctiveness of design is noticeable. In some intersections this led to reduction of functional efficiency and the level of traffic safety. The... more
Roundabouts are most often used in urban areas. Due to the lack of national regulations distinctiveness of design is noticeable. In some intersections this led to reduction of functional efficiency and the level of traffic safety. The purpose of this paper is to: 1) present the current state of effectiveness of constructed roundabouts in the Republic of Croatia, 2) show examples of good practice, and 3) to present and comment the Roundabout Design Guidelines on State Roads 2014. Research results will serve to disseminate the knowledge for proper application and implementation of roundabouts at the national level.
Research Interests:
In the article existing road infrastructure condition and traffic flows in Croatia are analysed. Road density by counties, traffic volumes of the most important roads and management systems are shown. After concluded study of the road... more
In the article existing road infrastructure condition and traffic flows in Croatia are analysed. Road density by counties, traffic volumes of the most important roads and management systems are shown. After concluded study of the road network possibilities, comparative analysis with other modes of passenger and freight transport are provided. This was conducted using existing strategic plans and documents of traffic planning. Recommendations for development priorities of existing traffic system are given.
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Traffic intersections are considered to be the most complex and the most demanding points where several traffic streams intersect. The paper presents the reconstruction analysis of the large urban three-lane roundabout Jadranska Avenue -... more
Traffic intersections are considered to be the most complex and the most demanding points where several traffic streams intersect. The paper presents the reconstruction analysis of the large urban three-lane roundabout Jadranska Avenue - Dubrovnik Avenue located in the City of Zagreb (Croatia). The goal of this study is to find the optimal traffic-technical and urban solution in a scope of road safety using multi-criteria decision-making procedure. Current traffic conditions and problems regarding the capacity and road safety are presented. Three developed conceptual solutions have been also used and analysed. The collected data show the reasons why local municipality wants to bring the roundabout into the condition of efficient capacity and road safety. The present work describes applying the multi-criteria analytical hierarchy process (AHP) method to evaluate roundabout design variants through differential weighting of various criteria and subcriteria with emphasis on road safety. For solving the multi-criteria analysis the Expert Choice software package has been used. This approach may prove useful for evaluating and selecting appropriate roundabout designs for this and other contexts.
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There are various methods in the world for the calculation of the roundabout capacities. Some methods are very specific and implemented in different countries for different types of roundabouts. The paper presents two advanced scientific... more
There are various methods in the world for the calculation of the roundabout capacities. Some methods are very specific and implemented in different countries
for different types of roundabouts. The paper presents two advanced scientific methods for the calculation of roundabout capacity – method HCM C-2006 and
the method according to NingWu. Using the methods and according to the actual field measurements of traffic flows and driving conditions, the intersection
capacity and the indicators of effectiveness (congestion level, delay control and vehicle queuing length) were analyzed. The analysis included fifteen
roundabouts that are located in urban and suburban areas of the City of Zagreb. Results should also serve as basis for further systematic research of methodology
for calculating the capacity of roundabouts in Croatia but also for possible selection of specific foreign method with calibration of certain coefficients according
to local conditions of traffic flows.
for different types of roundabouts. The paper presents two advanced scientific methods for the calculation of roundabout capacity – method HCM C-2006 and
the method according to NingWu. Using the methods and according to the actual field measurements of traffic flows and driving conditions, the intersection
capacity and the indicators of effectiveness (congestion level, delay control and vehicle queuing length) were analyzed. The analysis included fifteen
roundabouts that are located in urban and suburban areas of the City of Zagreb. Results should also serve as basis for further systematic research of methodology
for calculating the capacity of roundabouts in Croatia but also for possible selection of specific foreign method with calibration of certain coefficients according
to local conditions of traffic flows.
Research Interests:
The paper presents the experiences regarding the concept and design of roundabouts in the Republic of Croatia through three time periods: up to 1970s, between 1970 and 1990, and since 1990s. The estimate is that approximately 130... more
The paper presents the experiences regarding the concept and design of roundabouts in the
Republic of Croatia through three time periods: up to 1970s, between 1970 and 1990, and since
1990s. The estimate is that approximately 130 roundabouts are in operation, out of which
about 85 in urban and suburban areas. Whereas the first generation intersections are
characterized by certain limitations regarding the urban environment, the solutions of those
from another period represent a product of the standards of those times, favouring the flows
from the approach and from secondary circulatory flow. On the contrary, the intersections from
the 1990s represent better solutions regarding safety and capacity, based on the advanced
design standards. After several research projects from the field of classification and calculation
of capacities, now (2008-2011) the key study is underway – “Correlation of the design and
safety on intersections with circulatory traffic flow”. The research results should, among other
things, serve to finalize the guidelines, particularly for the sensitive transfer zones between
approaches and the circulatory roadway.
Republic of Croatia through three time periods: up to 1970s, between 1970 and 1990, and since
1990s. The estimate is that approximately 130 roundabouts are in operation, out of which
about 85 in urban and suburban areas. Whereas the first generation intersections are
characterized by certain limitations regarding the urban environment, the solutions of those
from another period represent a product of the standards of those times, favouring the flows
from the approach and from secondary circulatory flow. On the contrary, the intersections from
the 1990s represent better solutions regarding safety and capacity, based on the advanced
design standards. After several research projects from the field of classification and calculation
of capacities, now (2008-2011) the key study is underway – “Correlation of the design and
safety on intersections with circulatory traffic flow”. The research results should, among other
things, serve to finalize the guidelines, particularly for the sensitive transfer zones between
approaches and the circulatory roadway.
Research Interests:
In the recent twenty years the roundabouts have become the most frequent form of intersections on the roads of the European countries. In practice there are many methods for the calculation of the roundabout capacities, and all are... more
In the recent twenty years the roundabouts have become the most frequent form of
intersections on the roads of the European countries. In practice there are many methods for
the calculation of the roundabout capacities, and all are specific and implemented for
various types of roundabouts. Capacity calculations require high-quality field measurements
and the collection of necessary data. The paper presents the Swiss method for calculating the
capacity of roundabouts – Method SN 640 024. It has been used to analyze the capacity and
efficiency indicators according to real measurements at 15 roundabouts located in the urban
and suburban parts of the City of Zagreb. The research results should be used, among other
things, for the selection method that would be used in the calculation of the roundabout
capacities in Croatia.
intersections on the roads of the European countries. In practice there are many methods for
the calculation of the roundabout capacities, and all are specific and implemented for
various types of roundabouts. Capacity calculations require high-quality field measurements
and the collection of necessary data. The paper presents the Swiss method for calculating the
capacity of roundabouts – Method SN 640 024. It has been used to analyze the capacity and
efficiency indicators according to real measurements at 15 roundabouts located in the urban
and suburban parts of the City of Zagreb. The research results should be used, among other
things, for the selection method that would be used in the calculation of the roundabout
capacities in Croatia.
Research Interests:
The City of Zagreb, like most of the European cities and cities in developed countries, experienced a rapid motorized growth. On a long term, this cannot be successfully solved by building an infrastructure which is exclusively designed... more
The City of Zagreb, like most of the European cities and cities in developed countries, experienced a rapid motorized growth. On a long term, this cannot be successfully solved by building an infrastructure which is exclusively designed for individual motorized traffic. By following recommendations and guidelines of the European Commission, relating to the future sustainable development of cities and the mobility of their inhabitants, as well as positive examples of European cities and regions, the City of Zagreb, in the last 10 years, increasingly commits to and directs the development of alternative forms of transport. This primarily refers to urban public passenger transport and the development of bicycle traffic. Taking this into account, this paper contains a review of previous program activities and future plan actions relating to the development of bicycle traffic in the City of Zagreb, mainly relating to: development and arrangement of bicycle traffic network, establishment of a public bicycle service, innovation and adaptation of legislation related to design of bicycle paths and lanes, and general safety of bicycle traffic.
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National Cycle Route Development Strategy presents a basis for future development of cycle network in the Republic of Croatia. Stimulated by Euro Velo route development plan, The National cycle network will generate economic growth in... more
National Cycle Route Development Strategy presents a basis for future development of cycle network in the Republic of Croatia. Stimulated by Euro Velo route development plan, The National cycle network will generate economic growth in regions and their positive impact will be felt across the country. Cycle routes will enable a safe way for employees to their workplace, as well as for children to their schools, and also for tourists an intense enjoyment of nature, recreation and raising health awareness. This paper deals with issues of cross-border networking of cycle routes to European cycle routes, but also with the issue of the concept of induced building of “cycle network” on Croatian territory, which will provide better accessibility to tourist attractions and increase number of possible combinations of movement in a particular zone. This way, an easier access to workplaces and schools would be enabled for local population, and for tourist a long-term retention on a particular territory. This would significantly advance the generation of revenue for local community which is one of stated goals of cycle network building. The main objective of this paper is to identify the concept and the strategy of the development of cycle network in the Republic of Croatia. Since the scope of paper does not allow detailed analysis, the paper does not address systematically the entire space of the Republic of Croatia, but focus is on the “Danube” or Euro Velo 6 cycle route, on the territory of Vukovar-Srijem County and Osijek-Baranja County. The paper will suggest solutions which can easily be applied to the other counties, with necessary upgrades.
Research Interests:
The popularity of roundabout application around the world is evident. Due to the inexperience of construction companies and the lack of proper national guidelines, distinctiveness in design is noticeable. In some intersections this led to... more
The popularity of roundabout application around the world is evident. Due to the inexperience of construction companies and the lack of proper national guidelines, distinctiveness in design is noticeable. In some intersections this led to reduction of Traffic (operational) Efficiency (TE). The purpose of this paper is to analyze: 1) the current state of roundabouts in Croatia; (2) known approaches to using geometry elements of roundabouts to predict TE; (3) overview and comparison of selected design guidelines; and (4) to present and comment the latest Croatian Roundabout Design Guidelines on State Roads 2014 and show examples of good practice. Research results will serve to disseminate the knowledge for proper application and implementation of national roundabouts in order to compare it with international design practice and standards.
Research Interests:
Implementing effective roundabouts in urban areas is a highly demanding task and requires optimizing traffic (operational) efficiency (TE) and traffic safety (TS) while considering geometric factors, traffic characteristics and local... more
Implementing effective roundabouts in urban areas is a highly demanding task and requires optimizing traffic (operational) efficiency (TE) and traffic safety (TS) while considering geometric factors, traffic characteristics and local con-straints. To capture a relationship between roundabout design elements, traffic demand flow and vehicle path speed through the roundabout, we studied Ameri-can and Australian method on four urban single-lane roundabouts located in the Croatian capital of Zagreb. Comparison between design speed and measured ve-hicle speed show bigger deviations than previous studies. Preliminary validation of the used methods enables better understanding of its application for Croatian conditions. These preliminary results suggest that the used methods can capture the correlation between geometry, traffic flow demand and vehicle speed of urban single-lane roundabouts but with needed calibration for local conditions.
