This document discusses a traffic survey conducted at Rajiv Gandhi Square in Puducherry, India to collect data for designing a grade separator at the intersection. The intersection is a five-arm junction where a national highway and coastal road cross. Traffic surveys were done according to Indian standards to determine traffic volumes on each arm. The surveys found the highest hourly traffic to be 12,434 passenger car units during peak hours. Daily average traffic was highest on the Chennai, Cuddalore, and Puducherry arms. The data collected will be used to design a grade separator to reduce traffic congestion at the busy intersection while working within the available space constraints.
Training report done on Bridge ConstructionSukhdeep Jat
The document provides details about an in-plant training report submitted by Sukhdeep Singh Jat at BSCPL Infrastructure Pvt. Ltd during the construction of a bridge over the Mahanadi River in NH-53 in India. It discusses the company profile, ongoing major projects including road and bridge construction projects, and specifics of the bridge project over the Mahanadi River including the design process, materials used such as different grades of concrete, and machinery employed.
The document discusses pavement maintenance practices on the Dhaka-Chittagong Highway in Bangladesh. It provides background on the highway, which is a vital transportation route connecting Dhaka and Chittagong, the largest port city. The study evaluates the surface condition of 20 segments of the highway using the Roads and Highways Department's visual assessment method. Common maintenance techniques used on the highway include double bituminous surface treatment and asphalt overlays. The findings indicate that segments experience deterioration due to heavy commercial vehicle traffic, requiring reconstruction or resurfacing every 3-5 years. The 4-laning expansion project aims to improve the highway to support increasing traffic volumes.
IRJET- Study of Existing Highways and their Capacity ImprovementsIRJET Journal
This document discusses a study of an existing two-lane highway in India to analyze its current capacity and propose improvements. The study focuses on a 45km stretch of National Highway 72 between Ambala City and Naraingarh in Haryana. Primary data on traffic volumes and road characteristics was collected through surveys. Secondary data was also reviewed. The maximum daily traffic volume found was 25,000 passenger car units, exceeding the recommended design capacity of 15,000 passenger car units for a two-lane rural road. As a result, the study proposes widening the highway to increase its capacity and address current traffic issues like congestion.
The document discusses the Delhi Metro rail system and provides details about Larsen & Toubro (L&T) and Shanghai Urban Construction Group (SUCG) who were involved in a joint venture project for Delhi Metro. It summarizes the key aspects of the joint venture project between L&T and SUCG for contract CC-27 which included the design and construction of a tunnel and five underground metro stations on the Janakpuri West-Botanical Garden corridor of Delhi Metro Phase III. Geotechnical reports informed the use of bottom-up construction for the Vasant Vihar station due to the soil profile containing medium hard rocks.
Identification of vehicular growth and its management on nh 202 in ranga redd...EditorIJAERD
This document summarizes a study on identifying vehicular growth and its management on NH-202 in Ranga Reddy District, India. Detailed traffic surveys were conducted on NH-202 and other major roads to assess baseline traffic characteristics. The surveys found high volumes of goods and passenger vehicles. The objectives of the study were to determine existing vehicular growth, pavement conditions for widening the single lane to double lane, equivalent single axle loads, and material selection and reuse for pavement construction. Traffic data analysis provided inputs for highway design, junction design, pavement design, and environmental impact assessment to manage the identified vehicular growth on NH-202.
Project I civil engineering for engineering studentkuchhal014
What Are the Characteristics of a Project?
There are certain features or characteristics that are unique to projects and differentiate them from the daily operations or other types of activities of an organization. Here are the main characteristics of a project.
1. Any Project Needs a Project Manager and a Project Team
One of the most important characteristics of a project is that it’s a team effort. While the structure of project teams might change from one organization to another, projects usually involve a project manager and a team of individuals with the necessary skills to execute the tasks that are needed.
2. Every Project Needs a Project Plan
Project team members need clear directions from the project manager and other project leaders so that they can execute the work that’s expected from them. These directions come in the form of a project plan. However, a project plan is more than just a set of instructions for the project team. It’s a comprehensive document that describes every aspect of a project, such as the project goals, project schedule and project budget among other important details.
3. All Projects Go Through the Same Project Lifecycle
The project life cycle refers to the five phases all projects must progress through, from start to finish. The five phases of a project lifecycle serve as the most basic outline that gives a project definition. These five phases are initiation, planning, execution, monitoring and closure.
4. All Projects Share the Same Project Constraints
All projects no matter their size or complexity are subject to three main constraints: time, scope and cost. This simply means that projects must be completed within a defined timeline, achieve a defined set of tasks and goals and be delivered under a certain budget.
These project constraints are known as the triple constraint or the project management triangle and are one of the most important project features to know about.
5. Every Project Needs Resources
A resource is anything necessary to complete a project, such as for example, labor, raw materials, machinery and equipment. For example, in construction, raw materials such as wood, glass or paint are essential project resources. That said, other resources — like time, labor and equipment — are just as important.
A project manager must be able to identify all of the project resources in order to create a resource plan and manage the resources accordingly. When resources are left unaccounted for, it is easy to mismanage them.
What Are the Characteristics of a Project?
There are certain features or characteristics that are unique to projects and differentiate them from the daily operations or other types of activities of an organization. Here are the main characteristics of a project.
1. Any Project Needs a Project Manager and a Project Team
One of the most important characteristics of a project is that it’s a team effort. While the structure of project teams might change from one organization
This document provides details of a proposed project to augment the flexible pavement connecting Itawa to Nabinagar in Bihar, India. It includes an introduction describing the need for the project and objectives to provide the shortest alignment and improve local economics. The methodology section outlines the various surveys and tests to be conducted, including topographic, soil, traffic, and hydrological surveys as well as soil tests. It also describes the proposed works including earthwork, pavement design, and a timeline for completion of works by 2023. Relevant literature on flexible pavement design methods and modeling is reviewed.
A study on gap acceptance of unsignalized intersection under mixed traffic co...eSAT Publishing House
This document summarizes a study on analyzing the capacity of unsignalized intersections under mixed traffic conditions in Visakhapatnam, India using the conflict technique method. Traffic data was collected through manual counts at three intersections to determine traffic volumes, flows, and capacities. The modified Tanner's formula capacity model was found to be most suitable. Tables and figures show the results of the traffic data collection, including the maximum number of vehicles and capacities for different turning movements at each intersection during morning and evening peak hours. The conclusions indicate the conflict technique is a simple method for this analysis and the modified Tanner's formula provided the best model.
Training report done on Bridge ConstructionSukhdeep Jat
The document provides details about an in-plant training report submitted by Sukhdeep Singh Jat at BSCPL Infrastructure Pvt. Ltd during the construction of a bridge over the Mahanadi River in NH-53 in India. It discusses the company profile, ongoing major projects including road and bridge construction projects, and specifics of the bridge project over the Mahanadi River including the design process, materials used such as different grades of concrete, and machinery employed.
The document discusses pavement maintenance practices on the Dhaka-Chittagong Highway in Bangladesh. It provides background on the highway, which is a vital transportation route connecting Dhaka and Chittagong, the largest port city. The study evaluates the surface condition of 20 segments of the highway using the Roads and Highways Department's visual assessment method. Common maintenance techniques used on the highway include double bituminous surface treatment and asphalt overlays. The findings indicate that segments experience deterioration due to heavy commercial vehicle traffic, requiring reconstruction or resurfacing every 3-5 years. The 4-laning expansion project aims to improve the highway to support increasing traffic volumes.
IRJET- Study of Existing Highways and their Capacity ImprovementsIRJET Journal
This document discusses a study of an existing two-lane highway in India to analyze its current capacity and propose improvements. The study focuses on a 45km stretch of National Highway 72 between Ambala City and Naraingarh in Haryana. Primary data on traffic volumes and road characteristics was collected through surveys. Secondary data was also reviewed. The maximum daily traffic volume found was 25,000 passenger car units, exceeding the recommended design capacity of 15,000 passenger car units for a two-lane rural road. As a result, the study proposes widening the highway to increase its capacity and address current traffic issues like congestion.
The document discusses the Delhi Metro rail system and provides details about Larsen & Toubro (L&T) and Shanghai Urban Construction Group (SUCG) who were involved in a joint venture project for Delhi Metro. It summarizes the key aspects of the joint venture project between L&T and SUCG for contract CC-27 which included the design and construction of a tunnel and five underground metro stations on the Janakpuri West-Botanical Garden corridor of Delhi Metro Phase III. Geotechnical reports informed the use of bottom-up construction for the Vasant Vihar station due to the soil profile containing medium hard rocks.
Identification of vehicular growth and its management on nh 202 in ranga redd...EditorIJAERD
This document summarizes a study on identifying vehicular growth and its management on NH-202 in Ranga Reddy District, India. Detailed traffic surveys were conducted on NH-202 and other major roads to assess baseline traffic characteristics. The surveys found high volumes of goods and passenger vehicles. The objectives of the study were to determine existing vehicular growth, pavement conditions for widening the single lane to double lane, equivalent single axle loads, and material selection and reuse for pavement construction. Traffic data analysis provided inputs for highway design, junction design, pavement design, and environmental impact assessment to manage the identified vehicular growth on NH-202.
Project I civil engineering for engineering studentkuchhal014
What Are the Characteristics of a Project?
There are certain features or characteristics that are unique to projects and differentiate them from the daily operations or other types of activities of an organization. Here are the main characteristics of a project.
1. Any Project Needs a Project Manager and a Project Team
One of the most important characteristics of a project is that it’s a team effort. While the structure of project teams might change from one organization to another, projects usually involve a project manager and a team of individuals with the necessary skills to execute the tasks that are needed.
2. Every Project Needs a Project Plan
Project team members need clear directions from the project manager and other project leaders so that they can execute the work that’s expected from them. These directions come in the form of a project plan. However, a project plan is more than just a set of instructions for the project team. It’s a comprehensive document that describes every aspect of a project, such as the project goals, project schedule and project budget among other important details.
3. All Projects Go Through the Same Project Lifecycle
The project life cycle refers to the five phases all projects must progress through, from start to finish. The five phases of a project lifecycle serve as the most basic outline that gives a project definition. These five phases are initiation, planning, execution, monitoring and closure.
4. All Projects Share the Same Project Constraints
All projects no matter their size or complexity are subject to three main constraints: time, scope and cost. This simply means that projects must be completed within a defined timeline, achieve a defined set of tasks and goals and be delivered under a certain budget.
These project constraints are known as the triple constraint or the project management triangle and are one of the most important project features to know about.
5. Every Project Needs Resources
A resource is anything necessary to complete a project, such as for example, labor, raw materials, machinery and equipment. For example, in construction, raw materials such as wood, glass or paint are essential project resources. That said, other resources — like time, labor and equipment — are just as important.
A project manager must be able to identify all of the project resources in order to create a resource plan and manage the resources accordingly. When resources are left unaccounted for, it is easy to mismanage them.
What Are the Characteristics of a Project?
There are certain features or characteristics that are unique to projects and differentiate them from the daily operations or other types of activities of an organization. Here are the main characteristics of a project.
1. Any Project Needs a Project Manager and a Project Team
One of the most important characteristics of a project is that it’s a team effort. While the structure of project teams might change from one organization
This document provides details of a proposed project to augment the flexible pavement connecting Itawa to Nabinagar in Bihar, India. It includes an introduction describing the need for the project and objectives to provide the shortest alignment and improve local economics. The methodology section outlines the various surveys and tests to be conducted, including topographic, soil, traffic, and hydrological surveys as well as soil tests. It also describes the proposed works including earthwork, pavement design, and a timeline for completion of works by 2023. Relevant literature on flexible pavement design methods and modeling is reviewed.
A study on gap acceptance of unsignalized intersection under mixed traffic co...eSAT Publishing House
This document summarizes a study on analyzing the capacity of unsignalized intersections under mixed traffic conditions in Visakhapatnam, India using the conflict technique method. Traffic data was collected through manual counts at three intersections to determine traffic volumes, flows, and capacities. The modified Tanner's formula capacity model was found to be most suitable. Tables and figures show the results of the traffic data collection, including the maximum number of vehicles and capacities for different turning movements at each intersection during morning and evening peak hours. The conclusions indicate the conflict technique is a simple method for this analysis and the modified Tanner's formula provided the best model.
This document provides a project report on the design of a flexible pavement for the SDITS campus. It was submitted by a team of 5 civil engineering students at Shri Dadaji Institute of Technology and Science in Khandwa, India, in partial fulfillment of their Bachelor of Engineering degree. The report includes chapters on literature review, proposed methodology, surveying and leveling of the site, laboratory tests conducted, design and results, conclusions, and references. The team conducted a topographic survey of the existing road, took soil samples for testing, designed the pavement structure using the California Bearing Ratio method, and provided a cost estimate for constructing the flexible pavement on the SDITS campus.
Geometry condition survey from panthapath to russel square report submited by...Pronob Ghosh
This document describes the methodology for conducting a roadway condition survey in Dhaka, Bangladesh. The survey involves both manual and automated methods. For the manual survey, raters will walk or drive along the road and record distresses on the pavement surface, intersections, traffic signals, signs, and other elements. The automated survey uses a specialized vehicle to quickly collect pavement condition data at highway speeds. The results of the survey will be used to assess maintenance needs and plan repairs for the roadway.
Design & Construction of B.I.T. Driveway (As per rural specification)IJERA Editor
The motive of undertaking this project of “Design & Construction of B.I.T. Driveway (As per rural
specification)” is to study and evaluate the performance in real design and working conditions of the rural road
flexible pavement with IRC:37-2001 and IRC:SP:20-2002. In this paper, the work is carried out to measure the
traffic volume on the top surface of the B.I.T. Driveway. Rural connectivity is taken as one of the major
component in increasing the agricultural output and earning capacity of the rural population. There is a marked
improvement in quality of life by way of better educational facilities, improved health services, improved
attendance by the school teachers as well as students.
This document is a resume for Bharadwaj Bommanayakanahalli summarizing his education, skills, experience, projects and publications. He received a Master's degree in Transportation Engineering from Texas A&M University and a Bachelor's degree in Civil Engineering from NIT Warangal, India. His experience includes graduate research assistant roles at Texas A&M Transportation Institute focusing on signs, markings and roadway safety. He has extensive coursework and skills in traffic and transportation engineering and software. His projects involve safety and operational analysis, design and cost estimation. He has authored publications in the Transportation Research Record.
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.
This document describes improvements made to the Paranthan-Mullaitivu Road (A-35) in Sri Lanka. Due to conflict, the 52.13 km road was in disrepair. Improvements included constructing a 150-300mm gravel base with a CBR of 18-22, followed by a prime coat and sand seal surfacing. Trials were conducted using bituminous emulsion for the prime coat. The method proved successful and required biannual maintenance for the first two years, then maintenance every two years. The improvements provided an affordable way to rehabilitate the low-volume road using locally available labor and materials.
Evaluation of Flexible Pavement: ReviewsIRJET Journal
This document summarizes a study evaluating the condition of a flexible pavement section from K-7 to Vavol in India. A visual survey found that 30% of the 4 km pavement was in good condition, with the remaining 70% in fair or poor condition. Traffic volumes along the route were also measured, with the highest traffic on Mondays. The study aims to further evaluate the pavement structure using a Benkelman Beam deflection test to determine the required overlay thickness. Previous literature on evaluating flexible pavement using visual surveys, Benkelman Beam testing, and rehabilitation techniques is also reviewed to support the objectives of determining the structural adequacy of the pavement and appropriate rehabilitation actions.
MEASURE EFFECTIVENESS OF ROUNDABOUTS IN URBAN AREAS AND THEIR COMPARISON WITH...IRJET Journal
This document discusses measuring the effectiveness of roundabouts in urban areas compared to signalized intersections. It presents research that was conducted on various roundabouts and intersections in Ahmedabad, India. Traffic volume counts were taken during peak and off-peak hours at a single lane roundabout, three signalized roundabouts, and two signalized intersections. Data on delay, queue length, and level of service were analyzed using the SIDRA software to compare the operational capacity between roundabout and signalized intersection types. The results of this study are intended to help urban planning bodies make informed decisions about intersection control designs.
MEASURE EFFECTIVENESS OF ROUNDABOUTS IN URBAN AREAS AND THEIR COMPARISON WITH...IRJET Journal
This document discusses measuring the effectiveness of roundabouts in urban areas compared to signalized intersections. It presents research that was conducted on various roundabouts and intersections in Ahmedabad, India. Traffic volume counts were taken during peak and off-peak hours at a single lane roundabout, three signalized roundabouts, and two signalized intersections. Data on delay, queue length, and level of service were analyzed using the SIDRA software to compare the operational capacity between roundabout and signalized intersection types. The results of this study are intended to help urban planning bodies make informed decisions about intersection control designs.
IMPROVEMENT OF TRAFFIC FLOW THROUGH PLANNING INTERVENTIONS: CASE OF FAIZABAD ...IRJET Journal
This document analyzes improvements to traffic flow on the Faizabad Road arterial route from Nishantganj Chauraha to Polytechnic Chauraha in Lucknow, India. It finds that the current road width is narrower than planned widths and there are issues with encroachment, vendors, and lack of parking. It surveys the current level of service at intersections, which is rated 'D' to 'E' during peak hours due to congestion. Recommendations include widening the road, enforcing no vending zones, and improving parking availability. The route also contains 4 metro stations that have helped increase public transport usage, though initial ridership was lower than projected, potentially due to the COVID-
1) The document discusses the development of road networks in India. It covers the historical overview of road development from ancient Roman roads to modern expressways and national highways.
2) It describes the different types of roads including expressways, national highways, state highways, and rural roads. It also provides details about the Ahmedabad-Vadodara Expressway as a case study.
3) The document outlines the methodology that will be used including analyzing traffic congestion, investigating lighting facilities, drainage systems, and providing cost calculations for road network features. It reviews several relevant literature sources on the topics.
Need ornamentation.This was a crude copy.Special Thanks to AUST'ian.BUET ian should make a new way of reporting.Dont mind to found enomous mistake in mine..It was prepared in a very short time
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.
This document is a roadway condition survey report submitted by 5 students. It includes an introduction describing the purpose of the survey which was to examine the existing conditions of a road section in Dhaka from Russel Square to Panthapath intersection. The survey measured various geometric and operational parameters of the roadway including lane widths, shoulder conditions, signs, markings and obstacles. The results found issues like reduced widths due to buildings, lack of pedestrian facilities and non-functional traffic signals. Recommendations included removing obstructions, adding turning lanes and improving signage and markings.
This document is a resume for Bharadwaj Bommanayakanahalli summarizing his education, skills, experience, projects and publications. He received a Master's degree in Transportation Engineering from Texas A&M University and a Bachelor's degree in Civil Engineering from NIT Warangal, India. His experience includes graduate research assistant roles at Texas A&M Transportation Institute evaluating traffic operations and safety. He has extensive coursework and skills in traffic and transportation engineering.
Design Methodology for Feasible Railway AlignmentIRJET Journal
This document describes the methodology for designing a feasible railway alignment between Nimerkhedi Station in Madhya Pradesh and a nearby power plant. The process involves reconnaissance, preliminary, and location surveys to determine the optimal route based on factors like topography, soil conditions, and costs. Horizontal and vertical alignments are designed through trial and error to set gradients and curves that allow trains to traverse changes in elevation within the required standards. Survey data on coordinates, ground levels, and obstacles is collected and analyzed to design the alignments that meet the objectives of connecting the two locations while minimizing construction costs.
This document outlines the design of flexible pavements using IRC: 37-2012. It discusses the scope, design criteria, design traffic considerations including vehicle damage factors and distribution, and provides pavement thickness design charts. It also describes the composition of flexible pavements including materials for the sub-base, base and bituminous surfacing layers. Two numerical examples of designing flexible pavements for given traffic and soil conditions are included using the IRC method.
Effectiveness of using Geotextiles in Flexible Pavements and Life-Cycle Cost ...IJMTST Journal
Using geotextiles in between the pavement layers (generally at the interface of subgrade and sub-base) to stabilize weak subgrades has been a well-accepted practice over the past few decades. However, from an economical point of view, a complete life cycle cost analysis (LCCA), which includes not only costs to agencies but also costs to users, is urgently needed to assess the benefits of using geotextile in flexible pavement. Two comparative methods were used to quantify the improvements of using geotextiles in pavements. One is Life Cycle Cost Analysis (LCCA) and the other is Economic Analysis. LCCA is a tool which is generally used after the agency has taken decision to implement the project and seeking to determine the most cost-effective means to accomplish the project's objectives. Unlike LCCA, EA considers the benefits of an improvement as well as its costs and therefore can be used to compare design alternatives that do not yield identical benefits, as well as to compare projects that accomplish different objectives. In this study, a comprehensive life cycle cost analysis framework was developed and used to quantify the benefits of using geotextile at subgrade level in economic terms. For this, a case study of Dhanbad city in Jharkhand was selected where six roads of different hierarchy are being developed with World Bank funding. As per the soil and material investigations, the CBR value of existing subgrade soil was 4%. However, after using geotextile at subgrade level the equivalent strength was found to be around 8%. Forming both as two alternative case scenarios, both Economic Analysis (using HDM-IV developed by the World Bank) and Life Cycle Cost Analysis was conducted. The study concludes that geotextile layer plays a key role in increasing the pavement CBR value from 4% to 8%. Additionally, it also results in economic benefits as increase of average 1%-1.5% in EIRR value can be noted as compared to the pavement without geotextile layer. The results of LCCA shows that initial construction cost of the alternative with 4% CBR (without geotextile layer) as well as life cycle cost is more than the corresponding cost for the second alternative with 8% CBR (with geotextile layer).Hence, the second alternative (CBR 8%-with geotextile layer) is recommended based on both Economic Analysis as well as LCCA. Hence, for an optimum road flexible pavement design with geotextile incorporated in the system, a life cycle cost analysis that includes user cost as well as economic analysis must be performed. ABSTRACT
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 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.
World trade center in kerala proposal- AR. DEEKSHITH MAROLI 724519251008 REPORTdeekshithmaroli666
World trade center live proposal in kerala.
Future of our nation is looking towards kerala..?
Yes, because the biggest sludge less port is going to open in kerala soon and also about the hidden massing growth of tourism, it , business sector
This document provides a project report on the design of a flexible pavement for the SDITS campus. It was submitted by a team of 5 civil engineering students at Shri Dadaji Institute of Technology and Science in Khandwa, India, in partial fulfillment of their Bachelor of Engineering degree. The report includes chapters on literature review, proposed methodology, surveying and leveling of the site, laboratory tests conducted, design and results, conclusions, and references. The team conducted a topographic survey of the existing road, took soil samples for testing, designed the pavement structure using the California Bearing Ratio method, and provided a cost estimate for constructing the flexible pavement on the SDITS campus.
Geometry condition survey from panthapath to russel square report submited by...Pronob Ghosh
This document describes the methodology for conducting a roadway condition survey in Dhaka, Bangladesh. The survey involves both manual and automated methods. For the manual survey, raters will walk or drive along the road and record distresses on the pavement surface, intersections, traffic signals, signs, and other elements. The automated survey uses a specialized vehicle to quickly collect pavement condition data at highway speeds. The results of the survey will be used to assess maintenance needs and plan repairs for the roadway.
Design & Construction of B.I.T. Driveway (As per rural specification)IJERA Editor
The motive of undertaking this project of “Design & Construction of B.I.T. Driveway (As per rural
specification)” is to study and evaluate the performance in real design and working conditions of the rural road
flexible pavement with IRC:37-2001 and IRC:SP:20-2002. In this paper, the work is carried out to measure the
traffic volume on the top surface of the B.I.T. Driveway. Rural connectivity is taken as one of the major
component in increasing the agricultural output and earning capacity of the rural population. There is a marked
improvement in quality of life by way of better educational facilities, improved health services, improved
attendance by the school teachers as well as students.
This document is a resume for Bharadwaj Bommanayakanahalli summarizing his education, skills, experience, projects and publications. He received a Master's degree in Transportation Engineering from Texas A&M University and a Bachelor's degree in Civil Engineering from NIT Warangal, India. His experience includes graduate research assistant roles at Texas A&M Transportation Institute focusing on signs, markings and roadway safety. He has extensive coursework and skills in traffic and transportation engineering and software. His projects involve safety and operational analysis, design and cost estimation. He has authored publications in the Transportation Research Record.
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.
This document describes improvements made to the Paranthan-Mullaitivu Road (A-35) in Sri Lanka. Due to conflict, the 52.13 km road was in disrepair. Improvements included constructing a 150-300mm gravel base with a CBR of 18-22, followed by a prime coat and sand seal surfacing. Trials were conducted using bituminous emulsion for the prime coat. The method proved successful and required biannual maintenance for the first two years, then maintenance every two years. The improvements provided an affordable way to rehabilitate the low-volume road using locally available labor and materials.
Evaluation of Flexible Pavement: ReviewsIRJET Journal
This document summarizes a study evaluating the condition of a flexible pavement section from K-7 to Vavol in India. A visual survey found that 30% of the 4 km pavement was in good condition, with the remaining 70% in fair or poor condition. Traffic volumes along the route were also measured, with the highest traffic on Mondays. The study aims to further evaluate the pavement structure using a Benkelman Beam deflection test to determine the required overlay thickness. Previous literature on evaluating flexible pavement using visual surveys, Benkelman Beam testing, and rehabilitation techniques is also reviewed to support the objectives of determining the structural adequacy of the pavement and appropriate rehabilitation actions.
MEASURE EFFECTIVENESS OF ROUNDABOUTS IN URBAN AREAS AND THEIR COMPARISON WITH...IRJET Journal
This document discusses measuring the effectiveness of roundabouts in urban areas compared to signalized intersections. It presents research that was conducted on various roundabouts and intersections in Ahmedabad, India. Traffic volume counts were taken during peak and off-peak hours at a single lane roundabout, three signalized roundabouts, and two signalized intersections. Data on delay, queue length, and level of service were analyzed using the SIDRA software to compare the operational capacity between roundabout and signalized intersection types. The results of this study are intended to help urban planning bodies make informed decisions about intersection control designs.
MEASURE EFFECTIVENESS OF ROUNDABOUTS IN URBAN AREAS AND THEIR COMPARISON WITH...IRJET Journal
This document discusses measuring the effectiveness of roundabouts in urban areas compared to signalized intersections. It presents research that was conducted on various roundabouts and intersections in Ahmedabad, India. Traffic volume counts were taken during peak and off-peak hours at a single lane roundabout, three signalized roundabouts, and two signalized intersections. Data on delay, queue length, and level of service were analyzed using the SIDRA software to compare the operational capacity between roundabout and signalized intersection types. The results of this study are intended to help urban planning bodies make informed decisions about intersection control designs.
IMPROVEMENT OF TRAFFIC FLOW THROUGH PLANNING INTERVENTIONS: CASE OF FAIZABAD ...IRJET Journal
This document analyzes improvements to traffic flow on the Faizabad Road arterial route from Nishantganj Chauraha to Polytechnic Chauraha in Lucknow, India. It finds that the current road width is narrower than planned widths and there are issues with encroachment, vendors, and lack of parking. It surveys the current level of service at intersections, which is rated 'D' to 'E' during peak hours due to congestion. Recommendations include widening the road, enforcing no vending zones, and improving parking availability. The route also contains 4 metro stations that have helped increase public transport usage, though initial ridership was lower than projected, potentially due to the COVID-
1) The document discusses the development of road networks in India. It covers the historical overview of road development from ancient Roman roads to modern expressways and national highways.
2) It describes the different types of roads including expressways, national highways, state highways, and rural roads. It also provides details about the Ahmedabad-Vadodara Expressway as a case study.
3) The document outlines the methodology that will be used including analyzing traffic congestion, investigating lighting facilities, drainage systems, and providing cost calculations for road network features. It reviews several relevant literature sources on the topics.
Need ornamentation.This was a crude copy.Special Thanks to AUST'ian.BUET ian should make a new way of reporting.Dont mind to found enomous mistake in mine..It was prepared in a very short time
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.
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1. Traffic Survey Procedure for Construction of
Grade Separators
Ms.A.V.Vinoshri Mr.R.Thirumalai Raja
M.E. IInd Year Assistant Professor
Dr. Pauls Engineering College Dr.Pauls Engineering College
Tamil Nadu,INDIA Tamil Nadu,INDIA
Email ID: avvinoshri@gmail.com Email ID: malai_gtsri@yahoo.in
Abstract: This project deals with construction of Grade Separator so it need traffic data for design
and drafting. The location site is Rajiv Gandhi Square in Puducherry which is 5 arm junction of
connecting NH 66 and ECR Chennai. Traffic surveys are conducted as per Indian Standards which
show the traffic movement In each five arm in junction. This project aim is to reduce traffic
congestion in appropriate junction with available area which gives remedy through construction of
Grade Separators.
Key words : Grade Separators, Rajiv Gandhi Square, Traffic congestion, Traffic separation.
----------------------------------------------------------------------------------------------------------------------------------------------------------------
1.0 INTRODUCTION
Transportation contributes to the economic, industrial,
social and cultural development of any country.
Puducherry is a city, an urban agglomeration and a
municipality in Puducherry district in the Indian union
territory of Puducherry. Rajiv Gandhi Square is one of
the major intersections in Puducherry City. The
National Highway - 66 (Tindivanam – Puducherry)
and East Cost Road (Chennai – Cuddalore) are
crossing each other almost perpendicularly. The
Puducherry – Vazhudavur Road join with NH-66
Tindivanam arm within 75m from the junction. Both
the junctions are signalized and signal co-ordination is
in place for control the traffic movements. The project
junction is in a plain terrain, within the built up areas. It
is observed that the major roads in the project
location predominantly has a straight alignment and
traverses through plain terrain. The horizontal curves
in general conform to acceptable geometric standards
in terms of horizontal curve, radius and sight distance.
Objectives of traffic survey are to construction of
grade separator and allow traffic to move freely. April
to early June, when maximum temperatures
frequently hit the 41o C mark. The average maximum
temperature is 36o C. Minimum temperatures are in
the order of 28 - 32 o C. This is followed by a period of
high humidity and occasional thundershowers from
June till September.
2.0 LITERATURE REVIEW
Kavitha, Jaya kumari, Jeeva, Bavithra,
Kokila.Bharathiyar Institute of Engineering for
Women, Deviyakurichi, Analysis and design of
grade separator done by salem college students
traffic survey was conducted to know the hourly
Passenger Car Unit (HPCU) at four road
Intersection, salem From survey the value of HPCU
of the intersection is 6547 taking the design period
of 30 years, the value of HPCU is found 65273.
3.0 MATERIALS AND METHODS
Methodology for carrying out the works is in line with
the requirements of the project. The methodology
adopted is described in subsequent section of this
chapter.
3.1 RECONNAISSANCE SURVEY
The detailed ground reconnaissance was
undertaken after a preliminary reconnaissance
survey.
3.2 TOPOGRAPHICAL SURVEY
The Topographic survey was carried out for the
project area as per ToR, based on the IRC
guidelines. The survey was undertaken by Total
Station and GPS to develop a Digital Terrain Model
(DTM). The basic objective of the topographic
survey is to capture the essential ground features
along the road in order to workout Grade Separator
alignment, at grade improvements and for working
out detailed design All the Survey Data are
processed to generate DTM (Digital Terrain Model)
in MX compatible format and Civil 3D. Processed
data is submitted in AutoCAD 3D format using layer
systems.
3.3 ROAD INVENTORY SURVEY
After having a detailed reconnaissance survey, a
field inventory of the project roads was carried out.
The objective of the road inventory survey was to
assess the potential capacity of the project roads.
Road inventory was done by physical measurement
2. and visual evaluation. The data collected were right
of way, carriageway, surface type, abutting land use,
drainage condition, etc. The existing ROW of the
roads was measured in the field. Due to absence of
ROW stones and markings on the ground, the land
width between properties on either side of the road
was considered as available ROW of the particular
road. The Footpath is existing on either side of
Chennai arm. The Strom Water Drain of 0.8m to
1.5m size is existing in all the direction of project
junction.
3.4 PAVEMENT CONDITION SURVEY
The condition of the pavement is assessed as per
IRC: 82 – 1982 by walking along the project roads
for a close inspection. The assessment survey
determines the pavement condition, shoulder
condition and condition of other road features.
Pavement Condition Survey was carried out to
identify the type of distress and to estimate the
extent of distress indicators. Generally the East Cost
Road (Chennai - Cuddalore) has a good BT surface
of six lane configuration with central median, but the
footpath over drain is in poor condition. NH-66
(Puducherry – Tindivanam) has a good BT surface
of four lane configuration with central median.
Vazhudavur road has a fair BT surface of two lane
configuration.
3.5 TRAFFIC SURVEY
Traffic surveys are intended to understand the
exising traffic scenario on the project area and to
identify the improvements required for upgrading
them to have better facilities. The following primary
traffic surveys were conducted on the project roads.
3.6 PEAK HOURS TRAFFIC VOLUME
The peak hour traffic volume recorded between
08:45 to 09:45 hrs and the peak hour volume
accounts for 8.97 percent of the total 16 hour
volume. The highest intersection service volume for
one hour was 12434 PCUs
Cuddalore arm of ECR : 5810 PCU
Chennai arm of ECR : 5341 PCU
Puducherry arm of NH 66 : 5052 PCU
Vazhudavur Road arm : 4713 PCU
Tindivanam arm of NH 66 : 3951 PCU
3.7 PAVEMENT COMPOSITION
Existing road has been built over the span of several
years. No clear history and composition of the
existing pavement may be available. In order to
assess the composition of the existing pavement
and to determine the strength of existing sub grade
soil, trial pit investigations conducted on the existing
road. Existing road has been built over the span of
several years. No clear history and composition of
the existing pavement may be available. In order to
assess the composition of the existing pavement
and to determine the strength of existing sub grade
soil, trial pit investigations conducted on the existing
road.
3.8. SOIL CHARACTERISTICS
The soil type on project junction is varies from Silty
to Gravelly soil. The CBR of existing sub-grade soil
is varies from 7% to 8.5%. The pavement crust for
project junction is different in composition and
thickness at various arms. The project road
consisting about 250mm Granular Sub Base layer
followed with 200mm to 300mm Water Bound
Macadam layer. Over that, a 200 mm thick
bituminous course layers are observed.
4.0 RESULTS AND DISCUSSION
The above mentioned surveys are give clear traffic
inflow and outflow of junction and result are given
below as picture representation
4. 5. CONCLUSION
The traffic survey procedure are done to construct a
Grade Separator and this data can be utilized for
future traffic forecaste. Through this study the Daily
Average Traffic is more in chennai, cuddalore and
puducherry arm. The Rajiv Gandhi Square in
puducherry is a gateway to other cities hence it need
grade separator on consideration with space
restriction around the site and traffic care is needed.
ACKNOWLEDGEMENT
The authors would like to thank Dr.Pauls
Engineering college, villupuram for their support in
carrying out this work. I am very much obliged to our
HOD Mrs.J.P.Annie Sweetlin,M.Tech.,(Ph.D) for her
guidance and supported to carry out the work
effectively. I would like to extend my gratitude and
thanks to our beloved parents for their constant
support and encouragement to complete this project.
REFERENCES
[1] Kavitha, Jaya kumari, Jeeva, Bavithra,
Kokila.Bharathiyar Institute of Engineering for
Women, Deviyakurichi, in National Conference
on Research Advances in Communication,
Computation, Electrical Science and Structures
(NCRACCESS-2015)
[2] IRC Sp:090 Manual for Grade Separators and
elevated
[3] IRC-SP-41-1994 Guidelines for design of graded
intersection.
[4] S.K.Khanna and C.E.G Justo Highway
Engineering Eighth Edition.
[5] Mathew, (2014) in Times journals Interchanges
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