Analisa Tikungan Terhadap Keselamatan Pengguna Jalan Raya Bandar Baru – Berastagi ( Kabupaten Deliserdang – Kabupaten Karo )

Author(s):  
Budi Florianta Tarigan, S.T., M.T. ◽  
Seno Imanuel Sitepu, S.T

Basically the construction of a highway is the process of opening a traffic room that overcomes various geographical obstacles. In road design, the geometry of the road must be set in such a way that the road in question can provide optimal service to traffic according to its function. Roads that are used as locations are several roads located in the area of North Sumatra, Deli Serdang Regency and Karo Regency, namely Three (3) STAs, such as (STA 49 + 400 Bend Amoy I), (STA 50 + 500 Bend Amoy II), ( STA 58 + 300 Pelawi Bend). Data identification results, STA 49 + 400 Amoy I bend using spiral-spiral (SS) type, STA STA 50 + 500 Amoy II bend using spiral-spiral (SS) bend type, and STA 58 + 300 Pelawi bend using spiral bend type -spiral (SS) too. Therefore all three points of the STA must get special treatment to reduce the possibility of an accident.

Author(s):  
Thierry Brenac

This paper deals with safety at horizontal curves on two-lane roads outside urban areas and the way the road design standards of different European countries account for this safety aspect. After a review of some research results, the main aspects of curve geometry and the curve's place in the horizontal alignment are analyzed. The main conclusions are that the traditional design speed approach is insufficient and that formal complementary rules in road design standards, especially to improve compatibility between successive elements of the alignment, must be introduced. If such complementary rules already exist in some national standards, they are neither frequent nor homogeneous throughout the different countries, and it seems that they are not based on sufficiently developed knowledge.


2021 ◽  
Vol 13 (4) ◽  
pp. 2039
Author(s):  
Juan F. Dols ◽  
Jaime Molina ◽  
F. Javier Camacho-Torregrosa ◽  
David Llopis-Castelló ◽  
Alfredo García

The analysis of road safety is critical in road design. Complying to guidelines is not enough to ensure the highest safety levels, so many of them encourage designers to virtually recreate and test their roads, benefitting from the evolution of driving simulators in recent years. However, an accurate recreation of the road and its environment represents a real bottleneck in the process. A very important limitation lies in the diversity of input data, from different sources and requiring specific adaptations for every single simulator. This paper aims at showing a framework for recreating faster virtual scenarios by using an Industry Foundation Classes (IFC)-based file. This methodology was compared to two other conventional methods for developing driving scenarios. The main outcome of this study has demonstrated that with a data exchange file in IFC format, virtual scenarios can be faster designed to carry out safety audits with driving simulators. As a result, the editing, programming, and processing times were substantially reduced using the proposed IFC exchange file format through a BIM (Building Information Modeling) model. This methodology facilitates cost-savings, execution, and optimization resources in road safety analysis.


Author(s):  
Ângela Guimarães Pereira

In this study a route is defined as the path that a linear structure or facility follows in the terrain. Linear structures comprise facilities such as roads, motorways, railways, pipelines, electrical power lines, and telephone cables, each of these structures requiring specific technical parameters in what concerns the geometry of the path and having different effects on the terrain they traverse. Amongst these structures, roads and motorways are the group that creates the greatest overall impact; accordingly Portuguese legislation requires an environmental impact assessment (EIA) process as part of the necessary licensing approval. Usually the alternative (or alternatives) that undergo the EIA process is justified in terms of technical and economical issues. The result is that if major environmental impacts are identified by the EIA study, a myriad of mitigation measures are proposed, very seldom the redesign of the path being carried out (Guimarães Pereira & Antunes, 1996). Preliminary studies that precede the implementation of these types of projects are technically detailed and often come together with economical feasibility studies, shelving environmental issues for later assessment. In the methodology proposed in this chapter a multidimensional evaluation methodology, multicriteria evaluation, will be combined with the robustness of a search methodology, genetic algorithms (GAs) to generate alternative road routes that take into consideration environmental, economical, technical, and social criteria. These criteria are referenced to the physical space where the road is to be placed and therefore this methodology is embedded into a geographic information system (GIS). Genetic algorithms are particularly attractive to apply to multi-modal problems, allowing the exploration of spatial features to eventually find “best compromise” alternatives because these algorithms proceed their search by maintaining a population of solutions, that they can simultaneously exploit for their efficiency.1 Moreover, the particular mixing mechanism provides the means to recombine solutions and explore the search space. The remainder of this chapter describes evolutionary modeling of road routes, in particular the coding onto a GA of the geometric algorithm that accounts for the technical aspects of motorway siting. The details of the implementation of the MCDA-GA methodology, running within the GIS GRASS 4.1 (Geographic Resources Analysis Support System) and its application to generate and evaluate alternative routes of a section of a Portuguese complementary itinerary (IC7) will be presented.


2020 ◽  
Vol 6 (1) ◽  
pp. 58-70
Author(s):  
Julián Arango Lozano ◽  
Dahian Patiño-Siro

Highway infrastructure is a source of multiple environmental problems, where wildlife roadkills is the most noticeable impact. Most of research in roadkills have focused in how different aspects as seasons, traffic density, location of roads, among others, have implications in the wildlife mortality on roads. However, little research have been developed on understanding how geometrical road design affects wildlife mortality. On a highway in the central Andes of Colombia, we tested whether the geometric design, it is horizontal alignment and vertical curves influence the mortality of vertebrate animals on the road. We determined the number of straight lines, circular, transition curves and vertical convex curves along the entire route of the highway (13.9 km), and between April 2018 and December 2019 we made 4 weekly tours in search of wildlife roadkills. With records, we related and compared groups of animal deaths and road shapes. We got 95 roadkills where reptile’s deaths were more than the 47% of total. We found no dependence in the distribution of deaths by Class of animals on the road shapes; the shape in which most deaths occurred was straight line (58 deaths). However, when the mortality rate per meter of route was obtained on the shape units, we found that the circular and transition curves presented two and three times (respectively) higher mortality rates than straight lines. Curved sections are presented as more dangerous geometric designs than straight lines for wildlife, regardless of their length on the road. Our research provides information necessary to take into account the relationship of geometric road design in the development of management and conservation plans of altered ecosystems with road infrastructure.


Author(s):  
A. Katz ◽  
D. Zaidel ◽  
A. Elgrishi

A controlled experiment was conducted to determine the relative importance of pedestrian, vehicle, and situational factors in influencing drivers to give way to crossing pedestrians. The following variables were combined in a complete factorial design: (1) type of crossing; (2) distance between oncoming vehicle and pedestrian; (3) orientation of pedestrian; (4) number of pedestrians; and (5) approach velocity of vehicle. Trained pedestrians performed the start of an ordinary street crossing attempt and interacted with regular drivers whose response was measured in terms of changes in vehicle velocity. The experiment was replicated at two sites for a total of 960 crossing trials. The results show that drivers slowed down, or stopped more, for crossing pedestrians when: (1) the approach speed of the vehicle was low; (2) the crossing took place on a marked crosswalk; (3) there was a relatively long distance between the vehicle and the pedestrian's point of entry into the road; (4) a group of pedestrians, rather than an individual, attempted to cross; and, (5) the pedestrian did not look at the approaching vehicle. Additionally, female drivers and older drivers slowed down more than other drivers. Implications of the results for pedestrian safety, road design, and further research are discussed.


2021 ◽  
Author(s):  
Shubham Bohra

With the introduction of Automated Vehicles (AVs) in not so distinct future, we need the urban transportation infrastructure to be ready for their sustainable deployment. A key aspect of this readiness is to introduce the right modifications in the road design and the associated adjustments in terms of traffic control. This project focuses on Ontario Traffic Manual and Canadian Capacity Guide. We investigate the adjustments required for interrupted flow and model these adjustments using microsimulation tool VISSIM. Results shows that autonomous vehicles alone even with recommended modifications, without connectivity features would not improve our network as we anticipated, especially at low market penetration rates when Human Drive Vehicles (HDVs) are still on the streets. Furthermore, investments to our current infrastructure need to be made in order to allow communication with the vehicles and keep them updated on the congested, in order to reach the optimal benefit from this technology.


2005 ◽  
Vol 20 (3) ◽  
pp. 184-191 ◽  
Author(s):  
Abdullah E. Akay ◽  
John Sessions

Abstract A three-dimensional forest road alignment model, TRACER, was developed to assist a forest road designer with rapid evaluation of alternative road paths. The objective is to design a route with the lowest total cost considering construction, maintenance, and transportation costs, while conforming to design specifications, environmental requirements, and driver safety. The model integrates two optimization techniques: a linear programming for earthwork allocation and a heuristic approach for vertical alignment selection. The model enhances user efficiency through automated horizontal and vertical curve fitting routines, cross-section generation, and cost routines for construction, maintenance, and vehicle use. The average sediment delivered to a stream from the road section is estimated using the method of a GIS-based road erosion/delivery model. It is anticipated that the development of a design procedure incorporating modern graphics capability, hardware, software languages, modern optimization techniques, and environmental considerations will improve the design process for forest roads. West. J. Appl. For. 20(3):184–191.


2019 ◽  
Vol 11 (11) ◽  
pp. 3024 ◽  
Author(s):  
Muhammad Hadi Saputra ◽  
Han Soo Lee

Land use and land cover (LULC) form a baseline thematic map for monitoring, resource management, and planning activities and facilitate the development of strategies to balance conservation, conflicting uses, and development pressures. In this study, changes in LULC in North Sumatra, Indonesia, are simulated and predicted using an artificial-neural-network-based cellular automaton (ANN-CA) model. Five criteria (altitude, slope, aspect, distance from the road, and soil type) are used as exploratory data in the learning process of the ANN-CA model to determine their impacts on LULC changes between 1990 and 2000; among the criteria, altitude and distance from the road have strong impacts. Comparison between the predicted and the real LULC maps for 2010 illustrates high agreement, with a Kappa index of 0.83 and a percentage of correctness of 87.28%. Then, the ANN-CA model is applied to predict LULC changes in 2050 and 2070. The LULC predictions for 2050 and 2070 demonstrate high increases in plantation area of more than 4%. Meanwhile, forest and crop area are projected to decrease by approximately 1.2% and 1.6%, respectively, by 2050. By 2070, forest and crop areas will decrease by 1.2% and 1.7%, respectively, indicating human influences on LULC changes from forest and cropland to plantations. This study illustrates that the simulation of LULC changes using the ANN-CA model can produce reliable predictions for future LULC.


2017 ◽  
Author(s):  
Ninon Rose Jardim ◽  
Amanda Caren Borges ◽  
Bianca Maise Camino ◽  
Camilla Dandara Leite ◽  
Karolina Norat de Lima ◽  
...  
Keyword(s):  
The Road ◽  

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