This document summarizes an IRAP assessment of a 2.2km to 4.2km section of NH314 in Bankura district, West Bengal. The assessment found mixed star ratings of 1-5 for different road users, with most sections rated 2 stars for pedestrians and motorcyclists. Countermeasures proposed to improve safety included adding delineation, improving skid resistance, school zone signs, a separated path for bicyclists and pedestrians, and a median barrier. When modeled, these countermeasures increased the star ratings along one selected section to over 3 stars, improving safety for all road users.
This document discusses pedestrian safety and mitigation strategies. It notes that urban sprawl has often left pedestrians without safe ways to cross wide roads lacking sidewalks and crosswalks. Pedestrians account for 11% of motor vehicle accidents, with 180000 killed between 1975-2005, and 60% occurring where there are no crosswalks. Effective engineering solutions like dedicated bicycle lanes, pedestrian walkways, public transit, and safe infrastructure can help reduce accidents by lowering traffic and providing safer options for road users. Proper road design, enforcement of traffic rules, and defensive awareness from drivers can also help improve pedestrian safety.
Highway planning and alignment: Different modes of transportation – historical Development of road construction- Highway Development in India –Classification of roads- Road pattern
– Highway planning in India- Highway alignment - Engineering Surveys for alignment – Highway Project- Important Transport/Highway related agencies in India. PMGSY project.
Introduction about IRC, NRRDA
Accident study and analysis, objective, causes of accidents, and analysis of accident (collection of data and preparing reports and record) , types of accidents, and statistical analysis of accidents.
A presentation on highway geometric design which includes:
definition,
Goals,
Road Alignment,
Its cross section,
Pavement Design, &
Theory about super Elevation
Friction Considerations : The friction of skid resistance between vehicle tyre and pavement surface is one of the factors determining the operating speed and the minimum distance requires for stopping of vehicles.
Unevenness : The longitudinal profile of the road pavement has to be even' in order to provide a good riding comfort to fast moving vehicles
Light Reflecting Characteristics : Night visibility depends upon the colour and light reflecting characteristics of the pavement surface. The glare caused by the reflection of head lights is considerably high on wet pavement surface than on the dry pavement.
Drainage of Surface Water
Visual aids like markings and lighting help pilots navigate airports safely during day and night. Airport markings include runway centerlines, thresholds, edges, numbers and touch down zones to guide landing and taxiing. Markings use standard formats, colors and lighting to enhance visibility. They avoid accidents and allow orderly aircraft flow by conveying critical navigation information to pilots.
This document discusses various highway safety measures adopted by civil engineers. It begins by defining highways and highway safety. It then discusses why road accidents are occurring and why safety measures are important. The rest of the document outlines specific safety measures like rumble strips, designing safe roadsides and junctions, traffic calming designs, innovative interchange designs, use of traffic signs, and roundabouts. The overall goal is to reduce accidents and improve safety for all road users.
The document discusses key aspects of highway geometric design. It defines geometric design as dealing with the visible dimensions and layout of highways, which aims to fulfill requirements for driver comfort, efficiency and safety. Proper design can help reduce accidents and severity. Factors affecting design include design speed, topography, traffic, environment, economics, vehicle properties, and human characteristics. Highway alignment involves both horizontal and vertical positioning, with horizontal alignment comprising straight sections connected by curves. Super elevation provides transverse sloping across curves to counteract centrifugal force. Pavement design involves layered structures above the subgrade to provide an acceptable ride quality and other factors.
This document discusses pedestrian safety and mitigation strategies. It notes that urban sprawl has often left pedestrians without safe ways to cross wide roads lacking sidewalks and crosswalks. Pedestrians account for 11% of motor vehicle accidents, with 180000 killed between 1975-2005, and 60% occurring where there are no crosswalks. Effective engineering solutions like dedicated bicycle lanes, pedestrian walkways, public transit, and safe infrastructure can help reduce accidents by lowering traffic and providing safer options for road users. Proper road design, enforcement of traffic rules, and defensive awareness from drivers can also help improve pedestrian safety.
Highway planning and alignment: Different modes of transportation – historical Development of road construction- Highway Development in India –Classification of roads- Road pattern
– Highway planning in India- Highway alignment - Engineering Surveys for alignment – Highway Project- Important Transport/Highway related agencies in India. PMGSY project.
Introduction about IRC, NRRDA
Accident study and analysis, objective, causes of accidents, and analysis of accident (collection of data and preparing reports and record) , types of accidents, and statistical analysis of accidents.
A presentation on highway geometric design which includes:
definition,
Goals,
Road Alignment,
Its cross section,
Pavement Design, &
Theory about super Elevation
Friction Considerations : The friction of skid resistance between vehicle tyre and pavement surface is one of the factors determining the operating speed and the minimum distance requires for stopping of vehicles.
Unevenness : The longitudinal profile of the road pavement has to be even' in order to provide a good riding comfort to fast moving vehicles
Light Reflecting Characteristics : Night visibility depends upon the colour and light reflecting characteristics of the pavement surface. The glare caused by the reflection of head lights is considerably high on wet pavement surface than on the dry pavement.
Drainage of Surface Water
Visual aids like markings and lighting help pilots navigate airports safely during day and night. Airport markings include runway centerlines, thresholds, edges, numbers and touch down zones to guide landing and taxiing. Markings use standard formats, colors and lighting to enhance visibility. They avoid accidents and allow orderly aircraft flow by conveying critical navigation information to pilots.
This document discusses various highway safety measures adopted by civil engineers. It begins by defining highways and highway safety. It then discusses why road accidents are occurring and why safety measures are important. The rest of the document outlines specific safety measures like rumble strips, designing safe roadsides and junctions, traffic calming designs, innovative interchange designs, use of traffic signs, and roundabouts. The overall goal is to reduce accidents and improve safety for all road users.
The document discusses key aspects of highway geometric design. It defines geometric design as dealing with the visible dimensions and layout of highways, which aims to fulfill requirements for driver comfort, efficiency and safety. Proper design can help reduce accidents and severity. Factors affecting design include design speed, topography, traffic, environment, economics, vehicle properties, and human characteristics. Highway alignment involves both horizontal and vertical positioning, with horizontal alignment comprising straight sections connected by curves. Super elevation provides transverse sloping across curves to counteract centrifugal force. Pavement design involves layered structures above the subgrade to provide an acceptable ride quality and other factors.
Intelligent transportation systems can help reduce traffic congestion on the Eastern Freeway in Mumbai. ITS technologies like high-speed cameras, variable message signs, emergency call boxes, and smart road markings could be applied. High-speed cameras would monitor for speeding near refineries and tunnels. Variable message signs would provide real-time updates on accidents or delays. Emergency call boxes in elevated and tunnel areas would speed emergency response times. Smart road markings that glow in the dark could help drivers at night and reduce electricity usage for lighting. These ITS applications could make the Eastern Freeway safer and more efficient.
This document outlines the classifications of highways in both urban and rural areas. It describes the different functional classes including principal and minor arterials, collectors, and local roads. Principal arterials in urban and rural areas are designed for long distance travel and high speeds, while collectors and locals have shorter routes and focus on land access. Urban highways are further classified based on their role in carrying intra-city traffic and connecting to intercity routes. Freeways are fully limited access highways, while expressways have some access points but are also designed for high-speed travel.
ROMDAS is a modular road measurement data acquisition system developed by Data Collection Ltd. to collect pavement data using any vehicle. It offers flexibility through customizable modules for specific data collection needs. Since the 1990s, ROMDAS equipment has been used in over 60 countries to measure road conditions and characteristics like roughness, rutting, and defects.
This document summarizes the classification of roads and elements of road cross-sections. It discusses the different types of urban and rural roads based on location, carriageway, surface, and season. The key components of a road cross-section are also outlined, including the carriageway, shoulders, side slopes, and kerbs. Camber or cross slope is defined as the transverse slope provided to a road surface to drain water, and can take parabolic, straight, or combined forms.
Intelligent Transportation Systems (Transportation Engineering)Hossam Shafiq I
This document discusses intelligent transportation systems (ITS) as a way to more efficiently utilize existing transportation infrastructure. It outlines the main components of ITS, including advanced traffic management systems which use technologies like traffic cameras and variable message signs to monitor and manage traffic flow. Advanced traveler information systems provide real-time traffic and road condition information to drivers. The document also discusses advanced public transportation systems and commercial vehicle operations that use technologies to improve transportation system performance and safety. In summary, the document introduces intelligent transportation systems as an alternative to costly new construction that uses technologies to maximize existing infrastructure capacity.
The document discusses highway geometric design and its key elements. It aims to maximize safety, comfort and efficiency while minimizing costs and environmental impacts. Geometric design considers the road's alignment, cross-section, sight distances and intersections. Elements include the carriageway, shoulders, formation width, right of way, side slopes, berms and side drains. Camber and super elevation help drain water and counteract centrifugal forces on curves. Sight distance requirements like stopping sight distance ensure drivers can see far enough to stop safely.
This document provides information on the geometric design of highways. It discusses the key elements of highway design including the width of the carriageway and roadway, right of way, shoulders, side slopes, medians, and design speed. The objectives of geometric design are to optimize efficiency, safety, and cost while minimizing environmental impacts. Standard widths and specifications for elements like carriageways, medians, and shoulders are provided based on highway class and roadway conditions.
This document discusses various aspects of vertical alignment in transportation engineering. It describes how vertical alignment specifies the elevation of points along a roadway based on safety, comfort, drainage needs. Vertical curves are used to transition between different roadway grades and can be crest or sag curves. The coordination of vertical and horizontal alignment is also discussed to ensure driver safety and aesthetics. Maximum and minimum grades, as well as critical lengths of grades, are addressed based on truck performance.
The document discusses the key concepts of highway geometric design. It defines highway engineering and geometric design, explaining that geometric design deals with the visible dimensions and layout of highways. The document outlines several goals of geometric design including maximizing comfort, safety and efficiency. It also lists factors that influence design decisions such as design speed, traffic, and vehicle characteristics. The document explains concepts like road alignment, cross-sections, pavement design and traffic signs that are important to geometric design.
7-Traffic-Introduction ( Transportation and Traffic Engineering Dr. Sheriff E...Hossam Shafiq I
This document discusses key concepts in traffic engineering. It begins by defining traffic engineering as the branch of civil engineering dealing with the safe and efficient movement of people and goods using roads. It then outlines some basic components of traffic engineering like road users, vehicles, roads/highways, and control devices. The majority of the document defines and explains important traffic flow parameters like speed, volume, density, spacing, headway, clearance, gap, and lane occupancy. It provides equations relating parameters and discusses units of measurement. The document aims to introduce foundational traffic engineering concepts.
Airport capacity and airport marking
This ppt was made by a pre final year civil engineering student for the presentation of seminar in his personal class.
you can refer it only for education purpose.
This document provides guidelines for traffic signal design and operation. It discusses:
1. Signal types including fixed time, vehicle actuated, and semi-vehicle actuated signals. Signal displays include green, amber, and red indications.
2. Warrants for signal installation based on minimum vehicular or pedestrian volumes, interruption of traffic flow, or accident experience.
3. Design considerations like signal height, location, size of lenses, and maintenance procedures. Traffic data collection and site conditions should also be analyzed.
4. Coordinated signal timing using time-distance diagrams to allow continuous traffic flow at a predetermined speed along a route with multiple signals.
Intelligent transportation systems (ITS) use advanced technologies like electronics, computers, communications and sensors to provide travellers with important information and improve transportation safety and efficiency. ITS applications range from basic systems like car navigation to more advanced integrated systems. Technologies involved in ITS include sensors for vehicle detection, GPS for location data, wireless communications for information sharing, and computational methods for data analysis. The benefits of ITS include safety improvements from incident detection and emergency response, increased productivity from traffic management, and reduced environmental impacts from optimized traffic flow.
Geometric Design - Horizontal and vertical curvessachin dass
The document discusses key aspects of highway geometric design including horizontal and vertical alignment. It covers topics such as superelevation design, centrifugal force effects, transition curves, extra widening for curves, and vertical curve types. The key points are:
- Superelevation is used to counteract centrifugal force when negotiating curves, and its design considers factors like design speed, radius of curve, and coefficient of friction.
- Transition curves are used between tangents and circular curves to gradually change curvature and introduce superelevation for driver comfort.
- Extra widening is required for curves to accommodate off-tracking of vehicles and driver tendencies, calculated based on number of lanes, wheel base, design
This document provides details about a 4-week industrial training project on hill road construction in Himachal Pradesh, India. The project involves constructing 10.35 km of a single-lane, flexible pavement road costing 6.8 crores. The construction process includes planning, clearing land along the route, building up the road in stages with compacted subgrade, aggregate base and wearing courses, and a bitumen and aggregate surface layer. Safety measures like retaining walls are used to prevent landslides on the hilly terrain. The training aims to familiarize trainees with all stages and techniques for building hill roads.
The document discusses various key terms related to the geometric design of roads. It defines and describes superelevation, gradient, sight distance, camber, and recommended crossfall percentages for different road surface types. Superelevation refers to the banking of curves to counteract centrifugal force on vehicles. Gradient refers to the longitudinal slope of the road. Sight distance is the visibility required for maneuvers. Camber is the cross-sectional shape providing crossfall drainage. Recommended crossfall ranges from 1.7% to 4% depending on surface type.
Often changes in the direction are necessitated in highway alignment due to various reasons such as topographic considerations, obligatory points.
The geometric design elements pertaining to horizontal alignment of highway should consider safe and comfortable movement of vehicles at the given design speed of the highway.
It is therefore necessary to avoid sudden changes in direction with sharp curves or reverse curves which could not be safely and conveniently negotiated by the vehicles at design speed.
Improper design of horizontal alignment of roads would necessitate speed changes resulting m higher accident rate and increase in vehicle operation cost.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
The document discusses highway geometric design and its key elements. It describes that geometric design deals with dimensions and layout of visible highway features, alignments, sight distances, and intersections. It aims to provide efficient traffic operations with maximum safety at reasonable cost. The key factors discussed are design speed, terrain type, traffic factors, and environmental factors. It also describes various cross section elements like carriageway width, medians, shoulders, footpaths, and their design standards.
Road Safety Audit of Chamarajanagar to Haradanahalli District Forest - NH 948IRJET Journal
This document summarizes a road safety audit conducted on NH 948 from Chamarajanagar to Haradanahalli District Forest in India. The study aimed to identify accident blackspots along the 18.2 km stretch and provide recommendations. Accident data from 2017-2019 was collected and the stretch was divided into 5 sections. The section from Somawarapete to Haradanahalli junction had the highest accident rate based on an accident point weightage analysis. Common issues found along the road included lack of signs, markings, and maintenance. The audit identified hazards to improve safety and reduce accidents according to Indian Road Congress guidelines. Conducting road safety audits is an effective way to analyze accidents and recommend
IRJET- GIS based Road Safety Audit of State Highways in ThrissurIRJET Journal
This document summarizes a study that conducted road safety audits on two state highways in Thrissur, India. The study divided the road sections into 500m segments and identified crash spots based on accident data from police stations. Road inventory data was collected using a checklist of parameters. The data was transformed and classified for analysis. Crash analysis was conducted to identify locations and severities of crashes over five years. Key findings were that sections with steep curves and poor visibility had more crashes, and some bus stops were too close to intersections. The study aims to help identify crash risks and improve road safety.
Intelligent transportation systems can help reduce traffic congestion on the Eastern Freeway in Mumbai. ITS technologies like high-speed cameras, variable message signs, emergency call boxes, and smart road markings could be applied. High-speed cameras would monitor for speeding near refineries and tunnels. Variable message signs would provide real-time updates on accidents or delays. Emergency call boxes in elevated and tunnel areas would speed emergency response times. Smart road markings that glow in the dark could help drivers at night and reduce electricity usage for lighting. These ITS applications could make the Eastern Freeway safer and more efficient.
This document outlines the classifications of highways in both urban and rural areas. It describes the different functional classes including principal and minor arterials, collectors, and local roads. Principal arterials in urban and rural areas are designed for long distance travel and high speeds, while collectors and locals have shorter routes and focus on land access. Urban highways are further classified based on their role in carrying intra-city traffic and connecting to intercity routes. Freeways are fully limited access highways, while expressways have some access points but are also designed for high-speed travel.
ROMDAS is a modular road measurement data acquisition system developed by Data Collection Ltd. to collect pavement data using any vehicle. It offers flexibility through customizable modules for specific data collection needs. Since the 1990s, ROMDAS equipment has been used in over 60 countries to measure road conditions and characteristics like roughness, rutting, and defects.
This document summarizes the classification of roads and elements of road cross-sections. It discusses the different types of urban and rural roads based on location, carriageway, surface, and season. The key components of a road cross-section are also outlined, including the carriageway, shoulders, side slopes, and kerbs. Camber or cross slope is defined as the transverse slope provided to a road surface to drain water, and can take parabolic, straight, or combined forms.
Intelligent Transportation Systems (Transportation Engineering)Hossam Shafiq I
This document discusses intelligent transportation systems (ITS) as a way to more efficiently utilize existing transportation infrastructure. It outlines the main components of ITS, including advanced traffic management systems which use technologies like traffic cameras and variable message signs to monitor and manage traffic flow. Advanced traveler information systems provide real-time traffic and road condition information to drivers. The document also discusses advanced public transportation systems and commercial vehicle operations that use technologies to improve transportation system performance and safety. In summary, the document introduces intelligent transportation systems as an alternative to costly new construction that uses technologies to maximize existing infrastructure capacity.
The document discusses highway geometric design and its key elements. It aims to maximize safety, comfort and efficiency while minimizing costs and environmental impacts. Geometric design considers the road's alignment, cross-section, sight distances and intersections. Elements include the carriageway, shoulders, formation width, right of way, side slopes, berms and side drains. Camber and super elevation help drain water and counteract centrifugal forces on curves. Sight distance requirements like stopping sight distance ensure drivers can see far enough to stop safely.
This document provides information on the geometric design of highways. It discusses the key elements of highway design including the width of the carriageway and roadway, right of way, shoulders, side slopes, medians, and design speed. The objectives of geometric design are to optimize efficiency, safety, and cost while minimizing environmental impacts. Standard widths and specifications for elements like carriageways, medians, and shoulders are provided based on highway class and roadway conditions.
This document discusses various aspects of vertical alignment in transportation engineering. It describes how vertical alignment specifies the elevation of points along a roadway based on safety, comfort, drainage needs. Vertical curves are used to transition between different roadway grades and can be crest or sag curves. The coordination of vertical and horizontal alignment is also discussed to ensure driver safety and aesthetics. Maximum and minimum grades, as well as critical lengths of grades, are addressed based on truck performance.
The document discusses the key concepts of highway geometric design. It defines highway engineering and geometric design, explaining that geometric design deals with the visible dimensions and layout of highways. The document outlines several goals of geometric design including maximizing comfort, safety and efficiency. It also lists factors that influence design decisions such as design speed, traffic, and vehicle characteristics. The document explains concepts like road alignment, cross-sections, pavement design and traffic signs that are important to geometric design.
7-Traffic-Introduction ( Transportation and Traffic Engineering Dr. Sheriff E...Hossam Shafiq I
This document discusses key concepts in traffic engineering. It begins by defining traffic engineering as the branch of civil engineering dealing with the safe and efficient movement of people and goods using roads. It then outlines some basic components of traffic engineering like road users, vehicles, roads/highways, and control devices. The majority of the document defines and explains important traffic flow parameters like speed, volume, density, spacing, headway, clearance, gap, and lane occupancy. It provides equations relating parameters and discusses units of measurement. The document aims to introduce foundational traffic engineering concepts.
Airport capacity and airport marking
This ppt was made by a pre final year civil engineering student for the presentation of seminar in his personal class.
you can refer it only for education purpose.
This document provides guidelines for traffic signal design and operation. It discusses:
1. Signal types including fixed time, vehicle actuated, and semi-vehicle actuated signals. Signal displays include green, amber, and red indications.
2. Warrants for signal installation based on minimum vehicular or pedestrian volumes, interruption of traffic flow, or accident experience.
3. Design considerations like signal height, location, size of lenses, and maintenance procedures. Traffic data collection and site conditions should also be analyzed.
4. Coordinated signal timing using time-distance diagrams to allow continuous traffic flow at a predetermined speed along a route with multiple signals.
Intelligent transportation systems (ITS) use advanced technologies like electronics, computers, communications and sensors to provide travellers with important information and improve transportation safety and efficiency. ITS applications range from basic systems like car navigation to more advanced integrated systems. Technologies involved in ITS include sensors for vehicle detection, GPS for location data, wireless communications for information sharing, and computational methods for data analysis. The benefits of ITS include safety improvements from incident detection and emergency response, increased productivity from traffic management, and reduced environmental impacts from optimized traffic flow.
Geometric Design - Horizontal and vertical curvessachin dass
The document discusses key aspects of highway geometric design including horizontal and vertical alignment. It covers topics such as superelevation design, centrifugal force effects, transition curves, extra widening for curves, and vertical curve types. The key points are:
- Superelevation is used to counteract centrifugal force when negotiating curves, and its design considers factors like design speed, radius of curve, and coefficient of friction.
- Transition curves are used between tangents and circular curves to gradually change curvature and introduce superelevation for driver comfort.
- Extra widening is required for curves to accommodate off-tracking of vehicles and driver tendencies, calculated based on number of lanes, wheel base, design
This document provides details about a 4-week industrial training project on hill road construction in Himachal Pradesh, India. The project involves constructing 10.35 km of a single-lane, flexible pavement road costing 6.8 crores. The construction process includes planning, clearing land along the route, building up the road in stages with compacted subgrade, aggregate base and wearing courses, and a bitumen and aggregate surface layer. Safety measures like retaining walls are used to prevent landslides on the hilly terrain. The training aims to familiarize trainees with all stages and techniques for building hill roads.
The document discusses various key terms related to the geometric design of roads. It defines and describes superelevation, gradient, sight distance, camber, and recommended crossfall percentages for different road surface types. Superelevation refers to the banking of curves to counteract centrifugal force on vehicles. Gradient refers to the longitudinal slope of the road. Sight distance is the visibility required for maneuvers. Camber is the cross-sectional shape providing crossfall drainage. Recommended crossfall ranges from 1.7% to 4% depending on surface type.
Often changes in the direction are necessitated in highway alignment due to various reasons such as topographic considerations, obligatory points.
The geometric design elements pertaining to horizontal alignment of highway should consider safe and comfortable movement of vehicles at the given design speed of the highway.
It is therefore necessary to avoid sudden changes in direction with sharp curves or reverse curves which could not be safely and conveniently negotiated by the vehicles at design speed.
Improper design of horizontal alignment of roads would necessitate speed changes resulting m higher accident rate and increase in vehicle operation cost.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
The document discusses highway geometric design and its key elements. It describes that geometric design deals with dimensions and layout of visible highway features, alignments, sight distances, and intersections. It aims to provide efficient traffic operations with maximum safety at reasonable cost. The key factors discussed are design speed, terrain type, traffic factors, and environmental factors. It also describes various cross section elements like carriageway width, medians, shoulders, footpaths, and their design standards.
Road Safety Audit of Chamarajanagar to Haradanahalli District Forest - NH 948IRJET Journal
This document summarizes a road safety audit conducted on NH 948 from Chamarajanagar to Haradanahalli District Forest in India. The study aimed to identify accident blackspots along the 18.2 km stretch and provide recommendations. Accident data from 2017-2019 was collected and the stretch was divided into 5 sections. The section from Somawarapete to Haradanahalli junction had the highest accident rate based on an accident point weightage analysis. Common issues found along the road included lack of signs, markings, and maintenance. The audit identified hazards to improve safety and reduce accidents according to Indian Road Congress guidelines. Conducting road safety audits is an effective way to analyze accidents and recommend
IRJET- GIS based Road Safety Audit of State Highways in ThrissurIRJET Journal
This document summarizes a study that conducted road safety audits on two state highways in Thrissur, India. The study divided the road sections into 500m segments and identified crash spots based on accident data from police stations. Road inventory data was collected using a checklist of parameters. The data was transformed and classified for analysis. Crash analysis was conducted to identify locations and severities of crashes over five years. Key findings were that sections with steep curves and poor visibility had more crashes, and some bus stops were too close to intersections. The study aims to help identify crash risks and improve road safety.
Case Study on Highway Geometry for Two Lane HighwayIRJET Journal
This document presents a case study on the geometric design of a two-lane highway. It discusses key geometric design elements like carriageway, median, horizontal and vertical curves, and sight distance. It analyzes the existing geometry of a 12.4 km stretch of national highway in India, identifying locations that do not meet design standards like some horizontal curves with radii below 200m. The study aims to examine the existing design, identify safety issues, and provide a simple design that meets requirements safely and cost-effectively based on Indian Road Congress specifications.
The document discusses the design of an expressway in India. It includes sections on the need for expressways to reduce travel time and improve safety. Traffic data was collected including average daily volumes of different vehicle types. Geometric design considerations are outlined for the expressway such as a design speed of 120 kmph, lane width of 21m, and sight distances. Pavement design was conducted using a traffic volume of 7.2 million standard axles over 15 years, determining a pavement thickness of 660mm. The layout and future scope of increasing expressway construction to reduce congestion are also mentioned.
This document provides a literature review of lane detection techniques for real-time road lane detection systems. It discusses how lane detection is an important aspect of intelligent transportation systems and driver assistance systems. The review covers various existing approaches to lane detection including image processing methods, edge detection, the Hough transform, and lane departure recognition. It identifies some limitations in existing methods, such as poor performance under difficult environmental conditions or on curved roads. The document proposes developing a new lane detection method to address these limitations and improve accuracy for real-time applications.
Case Study on Geometry of Four Lane HighwayIRJET Journal
This document presents a case study on the geometry of a four lane highway in Maharashtra, India. It analyzes various geometric elements of the 45 km highway stretch including horizontal curves, vertical curves, sight distances, cross sections, shoulders, superelevation, and junction layouts. The study examines the existing geometry, identifies any safety issues, and checks compliance with Indian Road Congress design standards. It concludes that the highway's geometric design is well planned and meets guidelines to provide a safe, efficient road for users that minimizes accidents and travel times. Proper geometric design of highways is determined to be an important factor for constructing safe and cost-effective road infrastructure.
This document provides an overview of road safety audits for rural roads in India. It discusses the road safety situation in India, outlines the road safety audit process, and provides checklists to audit various elements of rural road design and construction. The document was submitted by three students for their Master's degree in transportation engineering at the National Institute of Technology in Hamirpur, India under the guidance of Associate Professor Dr. Sunil Sharma. It aims to help reduce accidents and improve safety on rural roads through a formal road safety audit process.
Road Safety Auditing of Koratty IntersectionIRJET Journal
This document summarizes a study that conducted a road safety audit of the Koratty intersection located on NH544 in India. The researchers collected accident data, traffic volume counts, and spot speed data at the intersection. They analyzed the road geometry and identified deficiencies such as narrow footpaths, vegetation obstructing lanes, and bus stops too close to the intersection. The study found that most accidents occurred during the day and involved two-wheelers and heavy vehicles speeding. It concluded that relocating bus stops, widening footpaths, improving signage and markings, and enforcing speed limits could help address safety issues at the intersection.
IRJET- Review on Recent Traffic Signs in Lane MarkingsIRJET Journal
This document discusses recent developments in traffic signs and lane markings. It begins by noting the growth of road traffic in India and the resulting increase in accidents. It then reviews studies on the effects of lane width and position on driver behavior. The paper aims to compare lane markings between India and other countries, and identify different types of lane markings. It describes adaptive traffic signals that could help reduce congestion and accidents in India. Specific measures discussed include lane sign conversions, traffic indicators, delineators, and smart speed indicators. The goal is to apply technologies like these to better guide drivers and mitigate traffic problems in urban areas.
IRJET- Design and Safety Evaluation of Highway Intersection using Vehicle...IRJET Journal
This document describes a study that designed and evaluated the safety of a highway intersection located in Patoda, India. The researchers conducted surveys of the existing intersection and traffic patterns. They then designed a new intersection incorporating a rotary island to improve traffic flow. Using vehicle simulation software, they analyzed the path of a semi-trailer truck through the intersection to identify any conflict points. Finally, they validated the design parameters against standards from the Indian Road Congress and found them to be sufficient for safe traffic maneuvers. The redesigned intersection is expected to improve traffic operations at this location.
Study of Road Safety Audit in Municipal Area’sIRJET Journal
This document summarizes a study of road safety at an intersection near Akurdi railway station in Pune, India. Traffic and pedestrian surveys were conducted at the intersection, called Dharmraj Chowk. The studies found traffic volumes exceeding the road's design capacity and insufficient width of footpaths for pedestrians. Issues identified included improper lane markings, missing pedestrian signals and signs, and an improperly arranged traffic island. The study aims to conduct a road safety audit, identify safety deficiencies, and develop mitigating strategies to improve safety for vehicles and pedestrians at the intersection.
Geometric Features of Road and Causes of AccidentIRJET Journal
This document analyzes the geometric features and causes of accidents on a 350m road stretch in Kerala, India with 4 consecutive curves. Field measurements were taken to determine parameters like radius of curvature, super elevation, sight distance, etc. Analysis found issues like insufficient radius on the 1st curve, unsystematic super elevation, blocked sight lines, and improperly installed signs. The main causes of accidents were identified as vehicles failing to navigate sharp curves due to small radii, exceeding safe speeds for curves, and limited visibility. Mitigation measures proposed included improving road signs, providing systematic super elevation, clearing sight lines, using sufficient transition lengths between curves, and increasing curve radii where needed.
This document summarizes a 15-day road safety certification course conducted by the Ministry of Road Transport and Highways and Indian Roads Congress in association with MANIT. It introduces road safety audits and their purpose to minimize accidents and avoid creating new hazards. Key considerations in audits include alignment, cross-sections, shoulders, slopes, barriers, intersections and signs. The document then provides an example audit for a highway project, noting safety issues like lack of barriers and markings, and providing recommendations to address them. It concludes with discussing audits of existing roads and more safety issues and recommendations.
The document discusses road safety audits for rural roads in India. It provides an overview of the road safety audit process, which involves independent assessment of roads during planning, construction, and after completion to identify safety issues. The objectives are to reduce accidents and their severity. Benefits include fewer accidents and costs. India has high road fatalities, with 61% occurring in rural areas on single-lane, low-traffic volume roads that may be paved or unpaved. The audit methodology examines safety for all road users during each stage of a project.
This document summarizes a study on the analysis and design of Major District Road 34 (MDR-34) in Yeola, Maharashtra, India. The authors conducted various tests and studies on the 3.740 km section of MDR-34 passing through the S.N.D Polytechnic College campus, including measuring the road dimensions, assessing the existing pavement condition, conducting traffic volume counts at different times of day, and reviewing previous literature on road design and accident analysis. The goal of the project is to analyze problems with MDR-34, test road materials, suggest remedial measures, and develop a methodology to improve the design of MDR-34 for safety and traffic operations.
Performance Evaluation of Rigid PavementsIRJET Journal
This document summarizes a study evaluating the performance of cement concrete and rigid pavement test stretches in rural India. Nine test stretches were selected across varying conditions and evaluated based on pavement roughness, distress levels like cracking and scaling, and ratings by panels. International roughness index, pavement condition index, and present serviceability index equations were developed based on roughness and distress data to assess pavement condition. The results will help determine appropriate maintenance to increase road service life.
Presentation on traffic management and accidental study it includes the various aspects of traffic management and remedial measures for the road accidents. for the purpose of safe , rapid and economic speed of vehicles, the perfect combination of traffic management, controlling devices and geometric. design of road is required
This document discusses traffic management and engineering. It covers topics such as objectives of traffic management, which include reducing accidents and improving road safety. It also discusses traffic characteristics of road users and vehicles. Methods of traffic surveys like volume, speed and origin-destination studies are presented. Elements of road geometry that impact safety like alignment, gradient and sight distance are explained. The conclusion states that traffic management, controls and road geometry need to work together to effectively reduce accidents. References to Indian Road Congress codes and manuals are provided.
Advance Road Safety for Ghat Road’s at Hairpin BendIRJET Journal
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Chapter wise All Notes of First year Basic Civil Engineering
Syllabus
Chapter-1
Introduction to objective, scope and outcome the subject
Chapter 2
Introduction: Scope and Specialization of Civil Engineering, Role of civil Engineer in Society, Impact of infrastructural development on economy of country.
Chapter 3
Surveying: Object Principles & Types of Surveying; Site Plans, Plans & Maps; Scales & Unit of different Measurements.
Linear Measurements: Instruments used. Linear Measurement by Tape, Ranging out Survey Lines and overcoming Obstructions; Measurements on sloping ground; Tape corrections, conventional symbols. Angular Measurements: Instruments used; Introduction to Compass Surveying, Bearings and Longitude & Latitude of a Line, Introduction to total station.
Levelling: Instrument used Object of levelling, Methods of levelling in brief, and Contour maps.
Chapter 4
Buildings: Selection of site for Buildings, Layout of Building Plan, Types of buildings, Plinth area, carpet area, floor space index, Introduction to building byelaws, concept of sun light & ventilation. Components of Buildings & their functions, Basic concept of R.C.C., Introduction to types of foundation
Chapter 5
Transportation: Introduction to Transportation Engineering; Traffic and Road Safety: Types and Characteristics of Various Modes of Transportation; Various Road Traffic Signs, Causes of Accidents and Road Safety Measures.
Chapter 6
Environmental Engineering: Environmental Pollution, Environmental Acts and Regulations, Functional Concepts of Ecology, Basics of Species, Biodiversity, Ecosystem, Hydrological Cycle; Chemical Cycles: Carbon, Nitrogen & Phosphorus; Energy Flow in Ecosystems.
Water Pollution: Water Quality standards, Introduction to Treatment & Disposal of Waste Water. Reuse and Saving of Water, Rain Water Harvesting. Solid Waste Management: Classification of Solid Waste, Collection, Transportation and Disposal of Solid. Recycling of Solid Waste: Energy Recovery, Sanitary Landfill, On-Site Sanitation. Air & Noise Pollution: Primary and Secondary air pollutants, Harmful effects of Air Pollution, Control of Air Pollution. . Noise Pollution Harmful Effects of noise pollution, control of noise pollution, Global warming & Climate Change, Ozone depletion, Greenhouse effect
Text Books:
1. Palancharmy, Basic Civil Engineering, McGraw Hill publishers.
2. Satheesh Gopi, Basic Civil Engineering, Pearson Publishers.
3. Ketki Rangwala Dalal, Essentials of Civil Engineering, Charotar Publishing House.
4. BCP, Surveying volume 1
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1.Safety Evaluation of a Highway using IRAP 1 (2).pdf
1. Safety Evaluation of a Highway using IRAP
Design And Evaluation Of Transportation Facilities Lab Report
Prepared By
Pushp Raj (21CE62R05)
P.Tulasiram (21CE62R11)
SahilBhaleRao (21CE62R20)
TRANSPORTATION ENGINEERING
DEPARTMENT OF CIVIL ENGINEERING
INDIAN INSTITUTE OF TECHNOLOGY KHARAGPUR
March 2022
2. 1
TABLE OF CONTENTS
TOPICS PAGE NO
1. INTRODUCTION……………………………………………………………………………………………………..…….02
2. IRAP ASSESSMENTS IN INDIA………………………………………………………………………………………..03
3. DESCRIPTION OF THE STUDY CORRIDOR………………….…………………………………………………..04
4. BASIC ROAD ATTRIBUTES ISSUES……………………………………………………………………………..…..05
5. DECODED SHEETS FOR STAR RATING AND SRS……………………………………………………..…06-08
6. GRAPHICAL REPRESENTATION OF THE VARIATIONS IN THE SRS SCORES………………....09-11
7. COUNTERMEASURES……………………………………………………………………………………………….12-13
8. INFERENCE AND CONCLUSIONS…………………………………………….………………………………………14
.
3. 2
INTRODUCTION
Each year road crashes in India result in enormous levels of death and serious injury. 147,913
people were killed and over 470,975 were seriously injured in road crashes in India in 2017
(MoRTH 2018). With road traffic fatalities now the leading cause worldwide of death for
children and young adults of 5 to 29 years of age and 93 percent of road traffic deaths occurring
in low and middle-income countries (WHO 2018), key partners in global road safety have come
together in an attempt to tackle this public health crisis through accelerated investment in road
safety and by fundamentally changing the way we design, build and maintain road
infrastructure networks around the world.
The International Road Assessment Programme, iRAP, works in partnership with government
and nongovernment organizations to inspect high-risk roads and develop Star Ratings and Safer
Roads Investment Plans, provide training, technology and support that will build and sustain
national, regional and local capability and tracks road safety performance so that funding
agencies can assess the benefits of their investments (iRAP 2019a).
iRAP assessments have been used to star rate roads in 29 out 53 ESCAP member countries,
including India. This large scale of activity is consistent with the United Nations’ adoption of
targets that will see most travel occurring on roads rated 3-stars or better for all road users by
2030 (WHO, 2016). The Intergovernmental Agreement on the Asian Highway Network
encouraged the UN Member countries to ensure that new roads of the Asian Highway
network are 3-star or better for all road users and that more than 75 per cent of travel on
existing roads is 3-star or better for all road users (UNESCAP 2016).
iRAP, in partnership with the Ministry of Road Transport and Highways, National Highways
Authority of India, the World Bank, Bloomberg Philanthropies, Private Concessionaires and
State Governments has assessed over 17,000km of roads in India. The iRAP assessments in India
are conducted by the local programme, India RAP, which is hosted by the Asian Institute of
Transport Development (AITD) in Delhi with support from FedEx Express. India RAP draws on
local technical expertise and works to build capacity among local stakeholders (iRAP 2017).
4. 3
IRAP ASSESSMENTS IN INDIA
Some 17,000km of national, state and city roads have been star rated in Assam, Andhra Pradesh,
Delhi, Gujarat, Haryana, Karnataka, Kerala, Maharashtra, Rajasthan, Tamil Nadu, Telangana and
Uttar Pradesh. The assessment results, which are summarized in Figure 4, show that most travel
occurs on roads rated 1- or 2-stars for all road users, although the percentage of road rated 3-stars
or better tends to be better for vehicle occupants than for motorcyclists, pedestrians and
bicyclists. The reasons for these results – and a significant reason for the level of trauma on
Indian roads - include that 95 percent of the roads where pedestrians are likely to use the road
have no formal footpaths and 55 percent of the roads where traffic is traveling at 80km/h is
undivided - a key risk factor in head-on crashes.
Figure 1-Summary Results for 17000km of Highways on the basis of Star Rating
The iRAP assessments also show that with targeted investment in safety countermeasures,
thousands of deaths and serious injuries would be prevented. At the largest scale, an investment
of INR 32,000 crores in treatments such as traffic calming, footpaths, pedestrian crossings, paved
shoulders and intersection enhancements would prevent 10 lakh deaths and serious injuries over
20 years.
5. 4
DESCRIPTION OF STUDY CORRIDOR
To help improve the star ratings of national and state highways assessed - and therefore reduce
risk - Safe Demonstration Corridors have become a regular feature of road projects.in this study
the study corridor is of NH314 Bankura district West Bengal and the studied chainage is 2.2Km
to 4.2Km. The iRAP assessments of the corridors are undertaken were undertaken before any
upgrades based on a comparison between the baseline and Counter measure improvements the
safety of the corridor is improvement
Figure 2: The chainage studied for iRap assessments in Bankura District
6. 5
BASIC ROAD ATTRIBUTES ISSUES
a) Unprotected rigid safety barrier end:-
Although safety barrier should have gradual curvature moving away from vehicular lane;
even though if providing curvature is not possible then we should at least replace rigid
barrier by deformable barrier which can have less impact on motorcyclists if somehow
accident occurs
b) Rumble strips: -
To alert distracted or drowsy drivers that they are leaving the roadway or crossing the
centerline of the road as when road stretch is straight for a long distance then there is
chance of eye fatigue so unconscious is natural.
c) Street lightings: -
High quality illumination ensures clear visibility and road safety.
d) Delineations: -
The role of delineators is to provide visual assistance to drivers about alignment of the
road ahead, especially at night.
e) Unsignalized with no protected turn lane:-
As there is no traffic signals so chances of conflicts increase as vehicles on through lane
will have no idea about vehicles on turning lane and vice versa.
f) Pedestrian crossing facilities: -
If signalized crossing is not possible then at least marked crossing (zebra marking, ladder
marking e.tc) should have been provided.
g) Speed management /traffic calming: -Installing physical speed reducing measures, such
as road narrowing, roundabouts and road humps.so that vehicle speed should be uniform
and prevent over speeding.
h) Road signs: -
There should be Regulatory, Warning and Informatory signs present. What we could
observe that even before the school there was no sign which alerts the driver before he
reaches school proximity. So sudden rush in students during school break might cause
unavoidable accident.
7. 6
DECODED SHEETS FOR STAR RATING AND SRS
The data which is compiled through road surveys that collect digital images of the road using
high-resolution cameras as it is driven. After the images are collected, now we have to code them
as per the guidelines instructed by iRAP considering the following attributes without errors like
Errors Perception, Interpretation, and Response; which replicate safety of (i) vehicle occupant, (ii)
motorcyclist, (iii) pedestrian and (iv) bicyclist
1) Mid-Block Attributes
2) Roadside Attributes
3) Intersections
4) Flow characteristics
5) VRU Facilities
6) Area type and Land use
10. 9
GRAPHICAL REPRESENTATION OF THE VARIATIONS IN THE SRS
SCORES
Graphical representation of the variations in the SRS scores with the longitudinal road
profile:
The iRAP assessments performed on the study corridor of 2Km (2.2Km-4.2Km) showed a mixed
rating of 1-5 for different road users like Pedestrians, Bicyclists, Motorcyclists, Vehicle users.
The following session describes the variation in ratings along the stretch of corridor.
Vehicle users:
The graph describes that in the study corridor 5 star rating has been given for 3 stretches 2.5-
2.5,2.8-2.9,3.1-3.2 which indicates this stretches are less prone to accidents.2 Star rating has
been given for four stretches which should be mainly focus for upgradation.
Figure3: Graphical representation of the variations in the SRS scores and Star Rating for Vehicle
Occupants
Motorcyclists:
The graph describes that in the study corridor 5 star rating has been given for 2 stretches 2.5-2.5,
2.8-2.9which indicates this stretches are less prone to accidents for motorcyclists.1 Star rating
has been given for 1 stretches which should be major and immediate upgradation should be done
as shown.
0
1
2
3
4
5
6
0
5
10
15
20
25
2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4 4.1
Star
Rating
SRS
Chainage(Km)
Vehicle Occupants
SRS
Star Rating
11. 10
Figure 4: Graphical representation of the variations in the SRS scores and Star Rating for
Motorcyclists
Pedestrians:
The graph describes that in the study corridor 5 star rating has been not given most of the
stretches are given 2 star which indicates this stretches are more prone of accidents for
Pedestrians.1 Star rating has been given for 1 stretches which should be major and immediate
upgradation should be done. Interestingly it was also found no score and rating for stretch2.2-
2.3Km and 2.6-2.7Km due to lack of pedestrian’s data.
Figure5: Graphical representation of the variations in the SRS scores and Star Rating for
Pedestrians
0
1
2
3
4
5
6
0
5
10
15
20
25
30
2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4 4.1
Star
Rating
SRC
Chainage(Km)
Motorcyclists
SRS
Star Rating
0
0.5
1
1.5
2
2.5
3
3.5
0
20
40
60
80
100
120
2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4
Star
Rating
SRC
Chainage(Km)
Pedestrians
SRS
Star Rating
12. 11
Bicyclists:
The graph describes that in the study corridor 5 star rating has been not given for the stretches.
Other sections have a rating of 3 Star. Thus it shows upgradation should be done considering the
Bicyclists such as separate lanes, proper delineation etc.
Figure 6: Graphical representation of the variations in the SRS scores and Star Rating for
Bicyclists
0
0.5
1
1.5
2
2.5
3
3.5
0
10
20
30
40
50
60
2.22.32.42.52.62.72.82.9 3 3.13.23.33.43.53.63.73.83.9 4 4.1
Star
Rating
SRC
Chainage(Km)
Bicyclists
SRS
Star Rating
13. 12
COUNTERMEASURES
In this study countermeasures are to be drawn to improve the following section so that the
remedies can be installed to observe the Improvements in star Ratings and SRS values finally
developing a section with greater than 3 stars for safer corridor throughout the stretch.
Figure 5: Section of the study corridor of chainage 3Km - 3.1Km
The following countermeasures have been adopted to improve the section finally a raise in the
star ratings along the chainage 3.0Km-3.1Km.
1) Providing an adequate Delineation which acts as driving aids for Vehicle occupants
2) Improving the skid resistance of roads by adequate sealing the surface of Pavements.
3) Providing the school zone warning sign for alerting the drivers and safety of vulnerable road
users
4) Proving shared use path for bicyclists and pedestrians which should be separated at least 1m
from main traffic.
5) Providing a physical median of width less than 1m for safety of vulnerable road users.
14. 13
The following figure illustrates the increase in star rating and SRS if above countermeasures are
installed.
15. 14
INFERENCES AND CONCLUSIONS
This paper has inferred performing the iRAP across the chainage 2.2-4.2Km on NH314 Bankura
district West Bengal. As being National Highway the road was a 2 lane undivided roadway
which major reason for reduce in Star Rating across the study corridor, it has found that a
serious immediate measures need to be carried out to improve the Majority of the sections for
increasing the safety level for Vehicular and Vulnerable users.
1) The Majority of road sections has observed a rating of 2 Star for Pedestrians which causes
risk during crossing and moving along the road
2) Some of sections also observed a 2Star rating which leads to runoff and head on crashes
which need to be addressed to improve the safety level for Motorcyclists.
3) As the aim is to improve the star rating to above and it was observed 3 star rating for
Bicyclists but still it is necessary to improve the road side facilities as a separated paths from
highway due to uninterrupted flow for Vehicular users
Conclusions
From the inferences few countermeasures were suggested with the intention of addressing the
selected Screenshot section to improve the Star rating addressing the Vehicular and Vulnerable
road users. Providing adequate delineation, improving adequate skid resistance, Providing
separated lane for Bicyclists, Providing school zone warning signs and providing a median for
separating the to and fro traffic. Finally resulting a Star rating of more than 3.