This document evaluates transit accessibility and the likely impact on traffic for a fast developing residential area of Surat, India called Adajan. It measures transit accessibility considering walking distances and times to two major bus routes in the area. A transit accessibility index is developed based on inverse of walking distance and time. Higher index values indicate better accessibility. Levels of service from A to E are proposed based on the index, with A being the best. Providing a level of service C or above would induce more people to use public transit rather than personal vehicles, helping to reduce traffic.
The document summarizes a market research study on travel patterns on the Western Railway line in Mumbai, India. It found that the probability of getting on a Virar Local train from Borivali station during peak hours is only 48.6%, indicating overcrowding is a major issue. It recommends accelerating projects to quadruple railway tracks and replace old engines and coaches to increase train speeds and frequencies to address the low probability of boarding trains from Borivali station.
This document discusses a research project to improve public transportation planning for five cities in Malaysia: Kajang, Bangi, Putrajaya, Bandar Seri Putra, and Nilai 3. The research aims to study public transportation demand and requirements for 2020. This will involve analyzing the current systems and solutions to issues. One proposed solution is constructing a new light rail transit line to connect the cities. Multi-story parking near stations is also suggested. The document provides background on each study area city and outlines calculations for theoretical passenger line capacity of a potential light rail system.
Effectiveness Analysis of Travel Time For Mode Alternatife Trnasportation Bec...IJERA Editor
The purpose of this research is to obtain a model of user behavior modes of transportation in the city of Semarang in choosing the two modes of transportation, namely Modes A (rickshaw) and Mode B (motorized rickshaws), using the approach of Logit Binomial Model with three variables (cost, time and distance) with method stated preference. From the data processing, which consists of travel time, travel expenses, the distance traveled and the proportion of modal choice between Modes A and Mode B based on the cost of travel, travel time and travel distance, is analyzed with regression analysis, correlation, analysis of variance, multiple linear regression, linear interpolation. In this study of three variables, namely the analysis of costs, time and distance, researchers modeling the behavior of users rickshaws and motorized rickshaws gradually. The first researchers to model the Binomial logit model with two variables: cost and time, then the modeled user behavior mode again with the same analytical model with variable costs and the distance. Both models were then compared with regards variable costs in the first model as a reference to obtain the magnitude of the difference in cost, the time difference and the difference in distance as well.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
Traffic survey student activity janata bazar kolhapurSachin PatiL
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
The document summarizes a traffic survey study conducted at Dabhil Naka, Khed. It identifies several issues observed such as blockages due to the absence of signals, bus stops, and food stalls. The pavement is in bad condition due to heavy vehicles and there is a poor drainage system. The study recommends providing signage, signals, parking areas, speed breakers, drainage lines, and seating arrangements to address these issues and control traffic speeds. It also calls for maintaining road design standards and vehicle weight limits consistent with available road facilities to help reduce accidents in the area.
The document summarizes a market research study on travel patterns on the Western Railway line in Mumbai, India. It found that the probability of getting on a Virar Local train from Borivali station during peak hours is only 48.6%, indicating overcrowding is a major issue. It recommends accelerating projects to quadruple railway tracks and replace old engines and coaches to increase train speeds and frequencies to address the low probability of boarding trains from Borivali station.
This document discusses a research project to improve public transportation planning for five cities in Malaysia: Kajang, Bangi, Putrajaya, Bandar Seri Putra, and Nilai 3. The research aims to study public transportation demand and requirements for 2020. This will involve analyzing the current systems and solutions to issues. One proposed solution is constructing a new light rail transit line to connect the cities. Multi-story parking near stations is also suggested. The document provides background on each study area city and outlines calculations for theoretical passenger line capacity of a potential light rail system.
Effectiveness Analysis of Travel Time For Mode Alternatife Trnasportation Bec...IJERA Editor
The purpose of this research is to obtain a model of user behavior modes of transportation in the city of Semarang in choosing the two modes of transportation, namely Modes A (rickshaw) and Mode B (motorized rickshaws), using the approach of Logit Binomial Model with three variables (cost, time and distance) with method stated preference. From the data processing, which consists of travel time, travel expenses, the distance traveled and the proportion of modal choice between Modes A and Mode B based on the cost of travel, travel time and travel distance, is analyzed with regression analysis, correlation, analysis of variance, multiple linear regression, linear interpolation. In this study of three variables, namely the analysis of costs, time and distance, researchers modeling the behavior of users rickshaws and motorized rickshaws gradually. The first researchers to model the Binomial logit model with two variables: cost and time, then the modeled user behavior mode again with the same analytical model with variable costs and the distance. Both models were then compared with regards variable costs in the first model as a reference to obtain the magnitude of the difference in cost, the time difference and the difference in distance as well.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
Traffic survey student activity janata bazar kolhapurSachin PatiL
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
The document summarizes a traffic survey study conducted at Dabhil Naka, Khed. It identifies several issues observed such as blockages due to the absence of signals, bus stops, and food stalls. The pavement is in bad condition due to heavy vehicles and there is a poor drainage system. The study recommends providing signage, signals, parking areas, speed breakers, drainage lines, and seating arrangements to address these issues and control traffic speeds. It also calls for maintaining road design standards and vehicle weight limits consistent with available road facilities to help reduce accidents in the area.
This document summarizes different techniques for assigning routes in transportation network modeling. It describes the all-or-nothing assignment method, direction curve method, capacity restraint assignment techniques, and multi-route assignment technique. For each method, it provides details on the approach, limitations, and examples of models that use the technique. The document is presented by five students as part of their course on urban transportation systems.
City areas have been experiencing phenomenal augmentation of automobiles all
the way through expedient mode of trek. Though the intensification of the city is hasty,
both in population and extent, the road association and other transportation amenities
have not followed the tempo with the increasing hassle. The flare-up of private vehicle
tenure especially two wheelers and four wheelers sundry with ample volume of
prompt moving vehicle like lorry in the passage stream results in chaotic stipulation.
While long term trial like vehicle defiant, endorsement of public convey, etc., may
relieve the road congestion to a superior extent, the abrupt measures like segregating
and diverting the traffic is of vital significance. At this stage, area traffic managing
comes in versatile to alleviate the clogging and to perk up the traffic flow. In the
present study an endeavor has been made to devise area traffic management
strategies for Thiruvanmiyur – L B Road, Chennai fork. Traffic studies were carried
out to indentify the problems. Instantly traffic is very high compared to other whirling
whereabouts in all the arms. Speed diminution is substantial in all the directions. This
was noted and recommended to the authorities to construct an underpass tunnel along
the fork to ease the traffic congestion.
Urban transportation system - methods of route assignmentStudent
The document discusses various methods of route assignment in transportation systems, including:
- All-or-nothing assignment method, which assigns all trips to the minimum path but does not account for capacity.
- Direction curve method, which predicts route usage based on travel time or distance saved on a new facility.
- Capacity restraint assignment techniques, which iteratively assign trips accounting for changing travel times due to congestion.
- Multi-route assignment technique, which recognizes that not all travelers choose the absolute minimum path and distributes trips across multiple routes factoring attributes like travel time and cost.
IRJET-Feasibility Study of Metro Rail Project in Pune City IRJET Journal
This document presents a feasibility study of a proposed metro rail project in Pune City, India. It summarizes the technical details and route alignments of the two proposed metro rail corridors. Corridor 1 runs from Pimpri Chinchwad to Swargate over 16.589 km with 15 stations. Corridor 2 runs from Vanaz to Ramvadi over 14.665 km with 16 stations. It then evaluates the project's feasibility using network length and station number indicators and compares it to existing metro systems. The analysis concludes that while the proposed metro rail would provide transportation and economic benefits to Pune City, the current plans are not feasible given the city's current population and development level. Expansion of route length
This document discusses different types of road intersections and design considerations. It describes two main types of intersections - grade-separated, which use overpasses or underpasses to eliminate conflicts, and at-grade intersections. Some key intersection types are described, including diamond, cloverleaf, and directional interchanges. Design elements like capacity, traffic control, and accommodation of pedestrians and bicycles are also covered. The objective of grade-separated intersections is to eliminate conflicts while accommodating turning movements. Channelization is discussed as a way to reduce the conflict area at intersections.
This document presents a queueing analysis of two intersections in Bangalore, India using VISSIM microsimulation software. The methodology involved collecting field data on traffic volumes, speeds, vehicle classifications and signal timings. This data was used to calibrate the VISSIM model and compare simulated delays and queue lengths to observed field measurements. The results showed that VISSIM was able to accurately replicate existing conditions and could be used to test potential improvements like modified signal timings.
Focused on the lane occupancy phenomenon, this paper analyzes the roads during two different accidents to the evacuation period. Firstly, according to the statistical data, this paper calculated the correction coefficients under the road traffic condition, and then obtained the actual traffic capacity result at each moment of the road when combining the function model of the actual traffic capacity corrected by the running speed and the road traffic condition. Next the actual traffic capacity results are fitted to the Smooth spline interpolation, and then the actual traffic capacity is further verified by the traffic congestion situation. The actual traffic capacity of the road during the accident to evacuation is summarized as follows: the actual traffic capacity shows a nonlinear trend, that is, ascending-attenuating-recovering and gradually stabilizing. Finally, using Mann-Whitney U test to carry out the difference test on the actual traffic capacity, it is found that there is significant difference between the two groups of data, and the actual traffic capacity of the second case is stronger than that of the first one, and the reasons for the difference are analyzed as follows: the ratio of the steering traffic volume at the downstream intersection is different; this road section includes the community intersection and there are vehicles entering and leaving; meanwhile the speed of each lane is different and there are buildings near the lane. The above conclusions will provide theoretical basis for the traffic management department to correctly guide the vehicle driving, approve the road construction, design the road channelization plan, set the roadside parking space and the non-port-type bus stations.
This document discusses various topics related to transportation planning. It includes sections on traffic flow characteristics, accident studies, traffic volume studies, speed studies, frequently asked questions, functions, methodology, origin-destination studies, and parking studies. The methodology section outlines the process of transportation planning which includes inventories, trip generation, trip distribution, modal split, traffic assignment, and plan preparation and evaluation. Other topics covered in detail include trip generation and distribution models, origin-destination studies methods, causes of accidents, factors affecting traffic capacity, and types of speed studies.
Traffic demand management aims to reduce single-occupancy vehicle travel and redistribute travel demand. Managing traffic demand at junctions is important to reduce accidents, pollution, wasted time and money, and improve public transportation options. Several methods can be used for traffic demand management at junctions, including traffic surveys, educating the public, enforcing traffic laws, improving junction infrastructure with signs, flyovers, traffic lights, and pedestrian crossings, implementing bicycle infrastructure, congestion pricing, active traffic management, and integrated demand management. Case studies demonstrate how these strategies can be applied using existing traffic control systems.
Analysis of the Pedestrian System In Jayapura City (A Case Study of Pedestria...ijceronline
This document analyzes the pedestrian system on Percetakan Street in Jayapura City. It finds that pedestrian traffic is highest in Segment 3, averaging 82 people/hour, due to the presence of an indigenous market. The condition of pedestrian infrastructure does not meet standards, with widths under 4 meters. Customer satisfaction is lowest for Segment 3 based on a Customer Satisfaction Index of 59.35%, indicating the most problems. An Importance Performance Analysis diagram shows Segment 3 has the worst indicators and priorities for improving pedestrian performance and service quality.
PLANNING FOR FACILITY NEEDS IN TRAIN STATION BASED ON COMPARISON OF CONNECTIN...IAEME Publication
The main objective of this research is to know the comparison of the use of mode as a reference in developing the type of facility needed at the train station. Planning for the preparation of these needs can be done by means of an interview survey for passengers on the Surabaya-Lamongan (SULAM) commuter train in Lamongan-Surabaya on weekdays. In some modes, like motorbikes and cars, they are still classified again. For example, motorbike use is divided into several categories, namely: private vehicles (delivered, carried alone), online services, and traditional gojek. In the use of cars also divided into several categories, namely: Private Vehicles (delivered, carried alone), online services, and conventional taxi. The categories in both types of modes are gap analysis of this study. The benefit of being made a category for both types of modes is to plan the type of facility needed for vehicles to stop both inside and outside the train station. The type of facility type planning, is a renewal of this research, because previous research was limited to the comparison of vehicles used. Another benefit of this research is that it can produce new research to plan simulation of vehicle parking capacity
IRJET- Detailed Survey & Analysis of a Traffic System on Mid Block Sectio...IRJET Journal
This document summarizes a study on analyzing traffic flow on mid-block sections and intersections in Khargone city, India. The study aims to understand vehicle-pedestrian interactions through field observations of multiple intersections and mid-block crossings. Different locations within the city were selected to see if pedestrian flow fundamentals diagrams varied between places. Manual counts and surveys were conducted using tally sheets. Automatic counts were also collected using pneumatic tubes and inductive loops embedded in the road. The study found the pedestrian fundamental diagrams did vary between different locations in Khargone city.
The spectacular growth of the automobile as one of the most convenient modes of travel has brought in its wake frustrating problems of parking, accidents, delay, congestion, etc. It is no longer sufficient to build roads of adequate structural strength to cater to the needs of vehicles, but it is equally important that the safe, efficient and comfortable movement of traffic and other road user is ensured on these roads. Highway intersections are nodes of road networks and accident - prone locations. They are the places where vehicles coming from different approaches and moving towards different directions interact and conflict with each other. Due to the conflicts from all users, more traffic crashes could happen at unsignalized intersection as compared with roadway segments. This study is fully based on the existing conditions of unsignalized intersection, including geometric design, sight distance, traffic control devices etc. The problems of parking, accidents and delay are also prevailing in the area under our study i.e. intersection at 26th mile. The intersection is an unsignalized one and therefore, the chances of accidents during the peak hours are very high. Since, it is a meeting point of a national highway and a state highway, the variation in the design speed of both roads also interrupts the traffic flow. Our study on the intersection at 26th mile mainly aims at improving the geometrical as well as the safety features of the intersection like accident control by signal installation, incorporation of proper sight distances, uninterrupted traffic flow without causing crashes, delay, etc.
Bazeley_CHSRA 2012 Business Plan: Managing California's incremental Intercity...Roger Bazeley, USA
Managing California’s Incremental Intercity Passenger Rail HSIPR in Support of the CHSR project. A survey of Caltrain Intercity rail corridor HSIPR and their 2025 Electrification Plan for Support
This document summarizes a master's thesis that analyzed Houston's accessibility via roadways and public transportation. The author used GIS tools like overlay analysis and proximity analysis on datasets from Houston agencies to identify prime areas for improving public transportation access. Results showed areas currently without public transportation access and suitable locations for improvements based on population density and income. Analysis of roadway accessibility looked at average commute times, drive-time accessibility, and freeway access to understand Houston's transportation network. The author's analysis provides insight into how Houston can address traffic and public transportation access issues as the city continues growing rapidly.
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
Traffic engineering involves the planning and design of roads and intersections to optimize traffic flow. Key aspects include conducting traffic studies to determine volume and patterns, installing traffic control devices like signs and signals, designing intersections, and separating road grades. Traffic signs help regulate, warn, and guide drivers while markings delineate lanes and spaces. Intersections come in various forms like squares, Ts, and Ys, with squares and roundabouts being safer options. Grade separations allow roads to cross without intersecting to reduce conflicts. Accident prevention requires both engineering solutions and enforcement of traffic rules.
The document provides an overview of road networks and transportation systems. It discusses the importance of roads for trade and mobility in Nigeria. It then covers different aspects of road networks such as their classification, hierarchy, design methods, characteristics, control and operations. The conclusion emphasizes that well-developed transportation infrastructure is crucial for socioeconomic development.
This document provides a travel demand management plan for Rutgers New Brunswick. It summarizes the existing transportation conditions, including the bus system that students rely on to travel between the 5 campuses. It also discusses parking availability and costs. The document then recommends strategies to reduce single-occupancy vehicle trips and encourage other modes. These include: 1) offering parking cash-outs and a Zipcar program for faculty/staff, 2) implementing a bikesharing program across the campuses, and 3) improving transportation options for international students through collaboration between departments. The goal is to increase mobility and accessibility while reducing traffic and parking demand.
At present, there are many problems being faced by road users in urban area with limitation of land space and traffic congestion, pedestrian are one of the most vulnerable entities of the transportation system It is observed that there is an increase in number of conflicts between pedestrian and the vehicles in the city. In order to mitigate the conflicts between vehicular traffic and pedestrian traffic an attempt is made to provide a Skywalk. The present study involves the Opinion survey of pedestrians, Mid-block traffic count, pedestrian count were carried out for Ashoka road on weekdays and weekends. From the opinion survey, traffic count and pedestrian counts we can conclude that there is a need to construct Skywalk to reduce the pedestrian accidents rates on Ashoka road.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Necessity of integrated transport system to namma metro at byapanahalli – a s...eSAT Journals
Abstract
Mass Rapid Transit is one of the major Transportation system proposed in metropolitan city like Bangalore in order to be beneficial
in reducing various traffic problems and result in reduction of Travel time etc. The efficiency of this system can be increased by
attracting more number of Trip makers by a suitable Integrated Transport System. Feeder system is one of these techniques proposed
for Namma Metro in Bangalore which includes Feeder bus (Minibus) operating throughout the radial areas of Metro stations. The
present study includes the necessity of these buses as par with Public Transport Buses currently operating in these areas with respect
to the willingness of commuters, Frequency and Travel Time.
This document summarizes different techniques for assigning routes in transportation network modeling. It describes the all-or-nothing assignment method, direction curve method, capacity restraint assignment techniques, and multi-route assignment technique. For each method, it provides details on the approach, limitations, and examples of models that use the technique. The document is presented by five students as part of their course on urban transportation systems.
City areas have been experiencing phenomenal augmentation of automobiles all
the way through expedient mode of trek. Though the intensification of the city is hasty,
both in population and extent, the road association and other transportation amenities
have not followed the tempo with the increasing hassle. The flare-up of private vehicle
tenure especially two wheelers and four wheelers sundry with ample volume of
prompt moving vehicle like lorry in the passage stream results in chaotic stipulation.
While long term trial like vehicle defiant, endorsement of public convey, etc., may
relieve the road congestion to a superior extent, the abrupt measures like segregating
and diverting the traffic is of vital significance. At this stage, area traffic managing
comes in versatile to alleviate the clogging and to perk up the traffic flow. In the
present study an endeavor has been made to devise area traffic management
strategies for Thiruvanmiyur – L B Road, Chennai fork. Traffic studies were carried
out to indentify the problems. Instantly traffic is very high compared to other whirling
whereabouts in all the arms. Speed diminution is substantial in all the directions. This
was noted and recommended to the authorities to construct an underpass tunnel along
the fork to ease the traffic congestion.
Urban transportation system - methods of route assignmentStudent
The document discusses various methods of route assignment in transportation systems, including:
- All-or-nothing assignment method, which assigns all trips to the minimum path but does not account for capacity.
- Direction curve method, which predicts route usage based on travel time or distance saved on a new facility.
- Capacity restraint assignment techniques, which iteratively assign trips accounting for changing travel times due to congestion.
- Multi-route assignment technique, which recognizes that not all travelers choose the absolute minimum path and distributes trips across multiple routes factoring attributes like travel time and cost.
IRJET-Feasibility Study of Metro Rail Project in Pune City IRJET Journal
This document presents a feasibility study of a proposed metro rail project in Pune City, India. It summarizes the technical details and route alignments of the two proposed metro rail corridors. Corridor 1 runs from Pimpri Chinchwad to Swargate over 16.589 km with 15 stations. Corridor 2 runs from Vanaz to Ramvadi over 14.665 km with 16 stations. It then evaluates the project's feasibility using network length and station number indicators and compares it to existing metro systems. The analysis concludes that while the proposed metro rail would provide transportation and economic benefits to Pune City, the current plans are not feasible given the city's current population and development level. Expansion of route length
This document discusses different types of road intersections and design considerations. It describes two main types of intersections - grade-separated, which use overpasses or underpasses to eliminate conflicts, and at-grade intersections. Some key intersection types are described, including diamond, cloverleaf, and directional interchanges. Design elements like capacity, traffic control, and accommodation of pedestrians and bicycles are also covered. The objective of grade-separated intersections is to eliminate conflicts while accommodating turning movements. Channelization is discussed as a way to reduce the conflict area at intersections.
This document presents a queueing analysis of two intersections in Bangalore, India using VISSIM microsimulation software. The methodology involved collecting field data on traffic volumes, speeds, vehicle classifications and signal timings. This data was used to calibrate the VISSIM model and compare simulated delays and queue lengths to observed field measurements. The results showed that VISSIM was able to accurately replicate existing conditions and could be used to test potential improvements like modified signal timings.
Focused on the lane occupancy phenomenon, this paper analyzes the roads during two different accidents to the evacuation period. Firstly, according to the statistical data, this paper calculated the correction coefficients under the road traffic condition, and then obtained the actual traffic capacity result at each moment of the road when combining the function model of the actual traffic capacity corrected by the running speed and the road traffic condition. Next the actual traffic capacity results are fitted to the Smooth spline interpolation, and then the actual traffic capacity is further verified by the traffic congestion situation. The actual traffic capacity of the road during the accident to evacuation is summarized as follows: the actual traffic capacity shows a nonlinear trend, that is, ascending-attenuating-recovering and gradually stabilizing. Finally, using Mann-Whitney U test to carry out the difference test on the actual traffic capacity, it is found that there is significant difference between the two groups of data, and the actual traffic capacity of the second case is stronger than that of the first one, and the reasons for the difference are analyzed as follows: the ratio of the steering traffic volume at the downstream intersection is different; this road section includes the community intersection and there are vehicles entering and leaving; meanwhile the speed of each lane is different and there are buildings near the lane. The above conclusions will provide theoretical basis for the traffic management department to correctly guide the vehicle driving, approve the road construction, design the road channelization plan, set the roadside parking space and the non-port-type bus stations.
This document discusses various topics related to transportation planning. It includes sections on traffic flow characteristics, accident studies, traffic volume studies, speed studies, frequently asked questions, functions, methodology, origin-destination studies, and parking studies. The methodology section outlines the process of transportation planning which includes inventories, trip generation, trip distribution, modal split, traffic assignment, and plan preparation and evaluation. Other topics covered in detail include trip generation and distribution models, origin-destination studies methods, causes of accidents, factors affecting traffic capacity, and types of speed studies.
Traffic demand management aims to reduce single-occupancy vehicle travel and redistribute travel demand. Managing traffic demand at junctions is important to reduce accidents, pollution, wasted time and money, and improve public transportation options. Several methods can be used for traffic demand management at junctions, including traffic surveys, educating the public, enforcing traffic laws, improving junction infrastructure with signs, flyovers, traffic lights, and pedestrian crossings, implementing bicycle infrastructure, congestion pricing, active traffic management, and integrated demand management. Case studies demonstrate how these strategies can be applied using existing traffic control systems.
Analysis of the Pedestrian System In Jayapura City (A Case Study of Pedestria...ijceronline
This document analyzes the pedestrian system on Percetakan Street in Jayapura City. It finds that pedestrian traffic is highest in Segment 3, averaging 82 people/hour, due to the presence of an indigenous market. The condition of pedestrian infrastructure does not meet standards, with widths under 4 meters. Customer satisfaction is lowest for Segment 3 based on a Customer Satisfaction Index of 59.35%, indicating the most problems. An Importance Performance Analysis diagram shows Segment 3 has the worst indicators and priorities for improving pedestrian performance and service quality.
PLANNING FOR FACILITY NEEDS IN TRAIN STATION BASED ON COMPARISON OF CONNECTIN...IAEME Publication
The main objective of this research is to know the comparison of the use of mode as a reference in developing the type of facility needed at the train station. Planning for the preparation of these needs can be done by means of an interview survey for passengers on the Surabaya-Lamongan (SULAM) commuter train in Lamongan-Surabaya on weekdays. In some modes, like motorbikes and cars, they are still classified again. For example, motorbike use is divided into several categories, namely: private vehicles (delivered, carried alone), online services, and traditional gojek. In the use of cars also divided into several categories, namely: Private Vehicles (delivered, carried alone), online services, and conventional taxi. The categories in both types of modes are gap analysis of this study. The benefit of being made a category for both types of modes is to plan the type of facility needed for vehicles to stop both inside and outside the train station. The type of facility type planning, is a renewal of this research, because previous research was limited to the comparison of vehicles used. Another benefit of this research is that it can produce new research to plan simulation of vehicle parking capacity
IRJET- Detailed Survey & Analysis of a Traffic System on Mid Block Sectio...IRJET Journal
This document summarizes a study on analyzing traffic flow on mid-block sections and intersections in Khargone city, India. The study aims to understand vehicle-pedestrian interactions through field observations of multiple intersections and mid-block crossings. Different locations within the city were selected to see if pedestrian flow fundamentals diagrams varied between places. Manual counts and surveys were conducted using tally sheets. Automatic counts were also collected using pneumatic tubes and inductive loops embedded in the road. The study found the pedestrian fundamental diagrams did vary between different locations in Khargone city.
The spectacular growth of the automobile as one of the most convenient modes of travel has brought in its wake frustrating problems of parking, accidents, delay, congestion, etc. It is no longer sufficient to build roads of adequate structural strength to cater to the needs of vehicles, but it is equally important that the safe, efficient and comfortable movement of traffic and other road user is ensured on these roads. Highway intersections are nodes of road networks and accident - prone locations. They are the places where vehicles coming from different approaches and moving towards different directions interact and conflict with each other. Due to the conflicts from all users, more traffic crashes could happen at unsignalized intersection as compared with roadway segments. This study is fully based on the existing conditions of unsignalized intersection, including geometric design, sight distance, traffic control devices etc. The problems of parking, accidents and delay are also prevailing in the area under our study i.e. intersection at 26th mile. The intersection is an unsignalized one and therefore, the chances of accidents during the peak hours are very high. Since, it is a meeting point of a national highway and a state highway, the variation in the design speed of both roads also interrupts the traffic flow. Our study on the intersection at 26th mile mainly aims at improving the geometrical as well as the safety features of the intersection like accident control by signal installation, incorporation of proper sight distances, uninterrupted traffic flow without causing crashes, delay, etc.
Bazeley_CHSRA 2012 Business Plan: Managing California's incremental Intercity...Roger Bazeley, USA
Managing California’s Incremental Intercity Passenger Rail HSIPR in Support of the CHSR project. A survey of Caltrain Intercity rail corridor HSIPR and their 2025 Electrification Plan for Support
This document summarizes a master's thesis that analyzed Houston's accessibility via roadways and public transportation. The author used GIS tools like overlay analysis and proximity analysis on datasets from Houston agencies to identify prime areas for improving public transportation access. Results showed areas currently without public transportation access and suitable locations for improvements based on population density and income. Analysis of roadway accessibility looked at average commute times, drive-time accessibility, and freeway access to understand Houston's transportation network. The author's analysis provides insight into how Houston can address traffic and public transportation access issues as the city continues growing rapidly.
Traffic survey activity carried out by my students as a part of Mandatory academic requirements. Creative Commons Attribution Non Commercial Share Alike 3.0 Unported License. Permissions beyond the scope of this license can be requested at email@skpatil.com.
Traffic engineering involves the planning and design of roads and intersections to optimize traffic flow. Key aspects include conducting traffic studies to determine volume and patterns, installing traffic control devices like signs and signals, designing intersections, and separating road grades. Traffic signs help regulate, warn, and guide drivers while markings delineate lanes and spaces. Intersections come in various forms like squares, Ts, and Ys, with squares and roundabouts being safer options. Grade separations allow roads to cross without intersecting to reduce conflicts. Accident prevention requires both engineering solutions and enforcement of traffic rules.
The document provides an overview of road networks and transportation systems. It discusses the importance of roads for trade and mobility in Nigeria. It then covers different aspects of road networks such as their classification, hierarchy, design methods, characteristics, control and operations. The conclusion emphasizes that well-developed transportation infrastructure is crucial for socioeconomic development.
This document provides a travel demand management plan for Rutgers New Brunswick. It summarizes the existing transportation conditions, including the bus system that students rely on to travel between the 5 campuses. It also discusses parking availability and costs. The document then recommends strategies to reduce single-occupancy vehicle trips and encourage other modes. These include: 1) offering parking cash-outs and a Zipcar program for faculty/staff, 2) implementing a bikesharing program across the campuses, and 3) improving transportation options for international students through collaboration between departments. The goal is to increase mobility and accessibility while reducing traffic and parking demand.
At present, there are many problems being faced by road users in urban area with limitation of land space and traffic congestion, pedestrian are one of the most vulnerable entities of the transportation system It is observed that there is an increase in number of conflicts between pedestrian and the vehicles in the city. In order to mitigate the conflicts between vehicular traffic and pedestrian traffic an attempt is made to provide a Skywalk. The present study involves the Opinion survey of pedestrians, Mid-block traffic count, pedestrian count were carried out for Ashoka road on weekdays and weekends. From the opinion survey, traffic count and pedestrian counts we can conclude that there is a need to construct Skywalk to reduce the pedestrian accidents rates on Ashoka road.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Necessity of integrated transport system to namma metro at byapanahalli – a s...eSAT Journals
Abstract
Mass Rapid Transit is one of the major Transportation system proposed in metropolitan city like Bangalore in order to be beneficial
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EVALUATION OF TRANSIT ACCESSIBILITY AND LIKELY IMPACT ON TRAFFIC
1. EVALUATION OF TRANSIT ACCESSIBILITY AND LIKELY IMPACT ON TRAFFIC
FOR FAST DEVELOPING RESIDENTIAL AREA: A CASE STUDY
Balya Manjurali I.
M.Tech Student in Trans. Engg. & Planning, SVNIT, Surat
e-mail: manjurali.momin@ymail.com
Krishna Saw
M.Tech Student in Trans. Engg. & Planning, SVNIT, Surat
e-mail: kriscivil_10@yahoo.com
B.K. Katti
Professor, Emeritus, Civil Engineering Department , SVNIT, Surat
ABSTRACT—For effective public transportation planning, it is quite essential to understand the degree of accessibility status to
work out the deficiency in the road or bus route network. The measurement of transit accessibility and availability are important
both for forecasting transit ridership and for planning and evaluating transit service. Accessibility has been regarded a property
of people indicating how easily they can reach a set of potential destination. While measuring transit accessibility, both spatial
and time dimensions in terms of walking distances, walking and waiting duration are important parameters to patronize the
transit riders. The present paper focuses on measurement of transit accessibility for small study area of Adajan area of Surat city
considering two major bus routes through the area.
1. INTRODUCTION
Public transit is a mode of transportation that
involves transportation by a collective in a large
vehicle, subsidized or managed by the
government, and operates mostly on a fixed route
and fixed schedule. It is multi-faceted, involving
various vehicles and facility types, and engages
populations across various activity centers. The
current fast pace of life in fast developing urban
area demands an effective, fast and reliable Public
Transportation System. . One significant segment
of Public Transport is an effective accessibility
which is sustainable and acceptable by the trip
maker. It is just not enough to have an efficient
Public Transportation System, but it needs
supports of good accessible routes for the transit
pedestrians to reach their bus stations. Therefore,
the accessibility for the transit pedestrians cannot
be ignored or side tracked in planning of public
transit system for any city. Accessibility
parameters and their measurement is an important
task. Perception of the transit riders in this regard
bears equal importance.
2. METROPOLITAN
TRANSPORTATION SCENARIO
Urbanization is a significant phenomenon at
national level, after post independence era. It was
17.29% in 1951 and touched 27.75% in just five
decades and touched urban population mark of 285
million out of 1027 million in 2001 and is
estimated to touch 540 million by the year 2021
(37%). At the same time growth in vehicle
population in cities is going at rapid rate and more
so in the case of two wheelers. Impact has been
felt maximum on metropolitan transportation
system in terms of substantial increase in transport
demand and traffic growth resulting in
sustainability crisis and distortion in modal split
characteristics.
The personalized trips with cars and two
wheelers found significant edge over public transit
system on one hand and squeezing experience on
NMV travel component on the other. The rapid
growth in transport demand and necessary growth
in transport infrastructures are in imbalance to
disturb the model split resulting into heavy traffic
congestions, formation of traffic bottlenecks and
higher level of pollution on road network.
Moreover the increase in personalised vehicles and
significant growth in traffic flow have deterant
impact on city bus services and the schedules are
disturbed. Eventually the net result is inefficient
transit system. This has further promoted
paratransit system which is another important
element of traffic congestion and air pollution.
3. STUDY AREA
Adajan area a sub area of West zone of Surat
city on the right bank of River Tapti has been
selected as study area as belongs to a fast growing
residential sector. The population of study area is
of nearly 2 lacs. The study area has two bus routes.
One is from Adajan Patiya bus terminus to
2. E
Palanpur
Patiya, G
Park, L.P
Evaluation of Tra
Patiya whic
Gujarat Gas
P. Savani S
ansit Accessibil
ch has six B
Circle, Prim
chool and P
ity and Likely Im
us Stops Ad
me Market,
Palanpur Pa
Figure 1
Figure 1(b):
mpact on Traffic
dajan
Hani
atiya.
Seco
has
Coll
(a): West Zone
Study Area M
c for Fast Develo
ond is Adaja
main three b
lege and Tad
e of Surat
Map of Adajan
oping Residenti
an Patiya to
bus Stops Ru
dwadi.
al Area: A Case
Tadwadi ro
ushabh towe
e Study ♦ 303
oute which
er, Navyug
3. 304 ♦ Nation
3.1 Walk
Many
that walk
mode to
distance
significan
on part o
walking d
depending
Home int
study refl
time show
Walking D
Males (%)
Females (%
Children (
Members
The f
family an
interviews
are ranged
family he
whereas
accessibil
the walki
The chara
Fig-3. He
perceived
route rath
lies that th
basis onc
situation
considerab
distance
walking a
as shown
walking
Accessibi
stop distan
3.2 Walk
Walki
accessibil
conscious
walking
observatio
Table-2.
indicated
whereas
walking ti
nal Conference
king Distan
y studies on
king is the
access pub
to reach
nt parameters
of public tr
distances va
g upon his tr
terview surv
lect the varia
wn in Table-1
Table 1: Fa
Dist. 250
) 10.52
%) 27.78
(%) 65.32
(%) 45.35
family memb
nd other mem
s. The presen
d from 250m
ads indicate
the 28% F
ity of 250m
ng distances
acteristics o
ere walking d
d as the dista
her than bus s
hey can use P
ce they reac
continues u
bly. Howev
as addition
accessibility
in Table-1.
accessibili
lity can be
nce after rea
king Time A
ing time can
ity measure
s. Mostly th
time up t
on made in t
Nearly 74%
the presen
88.89% lad
ime. 26% of
& Workshop: R
nce Accessib
public trans
most natura
lic transpor
the bus s
s in decision
ransit users.
aries from p
rip purpose,
veys carried
ations in acc
1.
amily Member
350 45
2 68.42 0.0
8 38.89 22.2
2 12.24 8.1
5 30.23 9.3
bers to incl
mbers are co
nt walking d
m to 800+ m
d their acces
Females sho
m. 65% of ch
s of less tha
observed her
distance by
ance to reac
stops. The re
Paratransit sy
ch the trans
until transit
er by assum
nal to the
distance can
Very few w
ity more
worked out
ching the tra
Accessibilit
n also be con
e, as many
he transit us
to the bus
this regards
% of the f
nt walking
dies stated u
f the males in
RATE12, SVNIT,
bility
port have sh
al and impo
rt. Here wal
station beco
n making pro
The accep
person to pe
age, and gen
for the pre
ceptable wal
rs (%)
0 550 >
00 10.53 10
22 11.11 0
16 4.08 10
30 6.98 8
lude head of
onsidered fo
distance in m
m. 68.42% o
ssibility as 3
owed the tr
hildren indic
an 250m or
re are show
the resident
h the bus tr
eason behind
ystem on sha
it corridor.
supply impr
ming 150m
distance qu
n be worked
ould like to
than 45
t by adding
ansit line.
ty
nsidered as tr
are more
sers consider
s stations.
are shown in
family mem
time as 10
up to 10mi
ndicated that
, Surat (07–09 J
hown
ortant
lking
omes
ocess
table
erson
nder.
esent
lking
>800
0.53
0.00
0.20
8.14
f the
r the
metres
of the
350m
ransit
cated
less.
wn in
s are
ransit
d this
aring
This
roves
walk
uoted
d out
have
50m.
g bus
ransit
time
r the
The
n the
mbers
0min,
n of
they
can
is q
scho
or s
walk
time
48%
6min
W
3.2.1
W
3.3
pref
city
Members(%)
4
Members(%)
June 2012)
accept 15mi
quite low for
ool going ch
shared three
king distance
e are lower t
% children pr
n of walking
Figu
Tab
Walking Time
Males (%)
Females (%)
Members (%)
1 For schoo
Table 2(b
Walking Time
Children
Fig
Stated Pre
When worki
ferred walkin
bus stations
0
10
20
30
40
50
60
70
80
250
0
10
20
30
40
50
60
70
<3
in as their wa
r Female me
hildren carrie
e wheelers,
e further redu
to others as
refer 3min. an
g time.
ure 2(a): Walki
ble 2(a): Male-F
<6
62.89
61.11
53.66
ol going chil
b): School Goin
<3 6
47.83 36.
gure 2(b): Wal
ferred Acc
ing people w
ng distance
s. Nearly 79
350 450
Walking Dista
Male
Childre
<6 1
Walking Time (M
alking time w
embers (Fig
ed by the sch
the access
uces and the
shown belo
nd 37% chil
ing Distance
Female (%)
10 15
11.11 26
27.78 11.11
17.07 29.27
ldren
ng Children (%
6 10 1
.96 15.21
lking Time
cessibilities
were asked t
and time to
9.17% prefer
550 >95
nce (m)
Fem
en Me
10 15
Min.)
where as it
g-2(b)). As
hool buses
sibility of
eir walking
ow. Nearly
dren adopt
Total
100
1 100
7 100
%)
15 Total
0 100
o state the
reach the
rred up to
50
male
embers
Male
Female
Children
Member
4. Evaluation of Transit Accessibility and Likely Impact on Traffic for Fast Developing Residential Area: A Case Study ♦ 305
350m of walking distances and 86% preferred
walking time of nearly 5min to reach their bus
stops. The percentile values of the preferred
walking distances and walking time are given in
Table-3(a) and 3(b).
Table 3(a): Working Member (%)
W Dist.(m) 250 350 450 550 >800 Total
Working
Members (%)
45.84 33.33 11.11 1.39 8.33 100
Figure 3(a): Walking Distance Members Distribution
Table 3(b): Working Members (%)
Walking Time (Min.) 6 10 15 20 >25 Total
Working Members (%) 75 18.06 5.56 0 1.39 100
Figure 3(b): Walking Time Members Distribution
4. DEVELOPMENT OF TRANSIT
ACCESSIBILITY INDEX
It is required to bring the walking distance and
walking time in certain modules for relative
comparison and to specify the likely level of
services. Development of Accessibility Index as
access indicator is desired. The Transit Walking
Distance Accessibility Index (TAI-WD) is defined
as the inverse of walking distance in kilometers.
Similarly the concept of Transit Walking Time
Accessibility Index (TWTAI) has been introduced
in the present study as inverse of walking time in
hour. Accordingly the index values of distance and
time base accessibilities are calculated and
mentioned below Table-4(a),4(b).
Table 4(a): Walking Distance Index Values Scaling
Walking Dist. 250 350 450 550 >950
WD Index 4 2.85 2.22 1.81 1.05
Table 4(b): Walking Time Index Values Scaling
Walking Time 6 10 15
WT Index 10 6 4
The average Accessibility Index values for
males, females and children have been worked out
on average weightage bases for boths categories of
distance accessibilities and time accessibilities as
shown in Table-5. As the walking distance
accessibility are considered in two parts as up to
transit routes and bus stops the index values differ
as mentioned in top two rows. Higher index values
are observed on consideration of walking distance
up to transit route. Additional 150m distance is
assumed in case of distance up to bus stop.
The higher TAI-WD is observed for females
and children because they are not accepting higher
walking distance compare to males. As walking
distance/time for children is still less because of
school buses and three wheelers as their modes
accessibility index values are as high as 7.64 and
14.17 in case of walking distance and walking
time.
Table 5: Observed Transit Accessibility Index
Values-Walking
Member Male Female Children Member
TAI-WD(TR*
) 4.86 5.73 7.64 6.62
TAI-WT (BS*
) 2.67 2.91 3.32 2.25
TWTAI (BS*
) 7.99 8.22 14.17 7.60
*TR- Walk up to Transit Routes
BS= Walk up to Bus Stop
5. PROPOSED LOS OF TRANSIT
ACCESSIBILITIES
Transit Walking Distance accessibility index
TAI-WD all in the range of 1 to 10, the lowest
pertains to walking distance 1 or more than 1km,
whereas index value 10 signifies the minimum
distance of 100m. Similarly range of TAI-WT is 1
to 10 for adults and 1 to 15 for young school going
children and elderly people where their minimum
desired time 6min for adults and 3 to 4 min for
children which lead to Accessibility Index value of
10 and 15 for both categories respectively. The
survey conducted for the working members for
preferred index value are 6.75 for transit route and
3.5 for reaching the bus stop. The Proposed levels
of service in regards of transit accessibility with
0
10
20
30
40
50
250 350 450 550 >950
Members(%)
Walking Distance (m)
0
10
20
30
40
50
60
70
80
6 10 15 20 >25
Members(%)
Walking Time (Min.)
5. 306 ♦ National Conference & Workshop: RATE12, SVNIT, Surat (07–09 June 2012)
reference to walking distances are as shown in
Table-6(a).
Table 6(a): Proposed LOS of TAI for Distance
LOS A B C D E
TAI-WD 5 4 3 2 1
Distance
(m)
< 200 250 330 500 >800
Table 6(b): Proposed LOS of TAI for Time
LOS A B C D E
TAI-WT <15 12 8.5 6.5 4
Time
(Min.)
<=4 4 to 6 6 to 8 8 to 10 >10
6. IMPACT OF TAI ON TRAFFIC
The evaluation of transit accessibility has been
carried here in terms of two accessibility index i.e.
Transit Walking Distance Accessibility Index
(TAI-WD) and Transit Walking Time
Accessibility Index (TAI-WT) in the range of 1to
5 and 1 to 15 respectively. Higher the index values
better is the quality of accessibility to reach the
bus stops. If planners are able to provide LOS C
and above the people are induced to opt for usage
of public transit system. Obviously transit system
will be promoted by people who tend to shift from
their personel vehicle usage to the public transport
system provided the public frequency supports the
improved accessibilities. Eventually there will
reduction in personel modes on the road network
and traffic congestion. Moreover more transit
pedestrians will be on the residential streets
resulting in more social contacts on one hand and
scope for physical fitness due to walking on the
other.
7. CONCLUSION
Transit accessibility is one of the key
parameter in sustainable public transportation.
Therefore, mass transit system cannot be planned,
implemented or operated in absence of effective
transit accessibility introduced in the system.
There are two phases of transit accessibility
namely transit walking accessibility and transit
waiting accessibility. The first is concerned with
the distance from the residence to the bus station
that a transit rider has to walk, whereas the latter is
associated with the bus frequency. The focus here
is on first part of accessibility measured in terms
of walking distance and walking time up to the bus
stops by various members of the family. TAI-WD
and TAI-WT are developed here in the range of 1
to 5 and 1 to 15 and they are further stratified in
five levels from A to E to specify the LOS for the
transit accessibility. It is observed that residents at
present are more interested in transit accessibilities
to reach the transit routes rather the bus stops so
that they can have choice of other paratransit
modes to reach their destinations.
REFERENCES
1. Md. Sha Al Mamun (2009), “An Aggregated Public
Transit Accessibility Measure”, Graduate Student
Department of Civil and Environmental Engineering,
University of Connecticut.
2. Shahbakhti Rostami (2012), “Accessibility Problems and
Transportation Needs of Rural Kurdistan, Iran (A Gis-
Based Analysis)”, Geography Department, Payame Noor
University, Tehran, I.R of Iran.
3. Sony Sulaksono (2005),” Modeling Walking
Accessibility to Public Transport Terminals: Case Study
of Singapore Mass Rapid Transit”, Lecturer, Civil
Engineering Department, Bandung Institute of
Technology, Indonesia.
4. “Study on Traffic and Transportation policies and
strategies in urban areas in India”, Ministry of Urban
development (May-2008).