The document provides a training report for a bridge construction project in Jaipur, India during May-June 2016. It summarizes the key components of the bridge, including pile foundations, substructures like piers and pedestals, and superstructures such as prestressed concrete girders and deck slabs. The training helped the author gain practical knowledge of bridge construction techniques and management that supplemented their theoretical classroom learning.
The document describes a topographic survey conducted for the construction of a new railway bridge. It discusses using a topographic map to identify potential alignment options for the railway track. A field survey was then carried out using a total station to determine the central line alignment and elevation levels at different points. Soil exploration work, including lab testing, was also performed. Following this, the land acquisition process began by contacting local authorities to purchase the necessary land from owners. Foundation excavation work then commenced based on the ground conditions. Piers were constructed using a total station to ensure proper alignment. Bed blocks were then marked for placing precast girders. Sleepers were later laid to allow for track alignment along the central line.
The document provides details about the construction of a two-lane bridge over a railway crossing in Moradabad, India by UP State Bridge Corporation Limited. It summarizes the key components of the bridge, including pile foundations with friction piles, pier foundations, pier caps, pedestals, bearings, abutments, girders, deck slabs, and crash barriers. It also provides details on the materials used, such as concrete grades between M30-M40 and rebar sizes from 6mm to 32mm. Construction testing methods like slump tests, sieve tests, and cube tests are also summarized.
Summer Internship Report of Civil Engineering in Construction SiteRAVI KUMAR
ย
The document provides details about the internship completed by Ravi Kumar at Fidesto Projects Private Limited from June 17 to July 30, 2019. It includes an acknowledgement, information about the organization and the proposed residential project in Pune on which Ravi Kumar worked. Safety protocols at construction sites like use of safety equipment and formwork are also summarized. The key steps involved in building construction are outlined.
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
ย
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
The document discusses different types of pavements. It describes flexible pavements as having multiple layers that distribute loads through aggregate interlock. Rigid pavements distribute loads through the beam strength of concrete slabs. Flexible pavements are composed of surface, base, and sub-base layers over a subgrade, while rigid pavements typically only require a concrete surface layer. Both pavement types are designed to reduce loads from vehicles to prevent damage to the subgrade. The document compares advantages and disadvantages of flexible and rigid pavements.
A project report on flyover internship bihar rajya pul nirman nigam limited p...Prashant Shaurabh
ย
This document summarizes a project report on the construction of a flyover in Bihar, India. It discusses the reasons for constructing the flyover to reduce travel time from 45 minutes to 15 minutes due to increasing traffic. It then outlines the various sections of the report, including the stages of the project like surveys, traffic analysis, and design. It describes the key components of the flyover like foundations, substructures, superstructures and provides technical details. It also lists the various machines and equipment used in the construction process and explains the construction procedures and dimensions of piles, pile caps, piers etc. through images.
This document provides a classification of bridges based on various criteria such as material, alignment, location, purpose, superstructure type, flood hazard level, span, navigation facilities, loading, and lifespan. Some of the main bridge types discussed include slab bridges, girder bridges, truss bridges, suspension bridges, arch bridges, swing bridges, bascule bridges, and lift bridges. Bridges are also classified based on their span length from minor bridges to long span bridges. Temporary bridges discussed include pontoon, boat, and flying bridges while permanent bridges include RCC, masonry, and steel bridges.
The document describes a topographic survey conducted for the construction of a new railway bridge. It discusses using a topographic map to identify potential alignment options for the railway track. A field survey was then carried out using a total station to determine the central line alignment and elevation levels at different points. Soil exploration work, including lab testing, was also performed. Following this, the land acquisition process began by contacting local authorities to purchase the necessary land from owners. Foundation excavation work then commenced based on the ground conditions. Piers were constructed using a total station to ensure proper alignment. Bed blocks were then marked for placing precast girders. Sleepers were later laid to allow for track alignment along the central line.
The document provides details about the construction of a two-lane bridge over a railway crossing in Moradabad, India by UP State Bridge Corporation Limited. It summarizes the key components of the bridge, including pile foundations with friction piles, pier foundations, pier caps, pedestals, bearings, abutments, girders, deck slabs, and crash barriers. It also provides details on the materials used, such as concrete grades between M30-M40 and rebar sizes from 6mm to 32mm. Construction testing methods like slump tests, sieve tests, and cube tests are also summarized.
Summer Internship Report of Civil Engineering in Construction SiteRAVI KUMAR
ย
The document provides details about the internship completed by Ravi Kumar at Fidesto Projects Private Limited from June 17 to July 30, 2019. It includes an acknowledgement, information about the organization and the proposed residential project in Pune on which Ravi Kumar worked. Safety protocols at construction sites like use of safety equipment and formwork are also summarized. The key steps involved in building construction are outlined.
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
ย
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
The document discusses different types of pavements. It describes flexible pavements as having multiple layers that distribute loads through aggregate interlock. Rigid pavements distribute loads through the beam strength of concrete slabs. Flexible pavements are composed of surface, base, and sub-base layers over a subgrade, while rigid pavements typically only require a concrete surface layer. Both pavement types are designed to reduce loads from vehicles to prevent damage to the subgrade. The document compares advantages and disadvantages of flexible and rigid pavements.
A project report on flyover internship bihar rajya pul nirman nigam limited p...Prashant Shaurabh
ย
This document summarizes a project report on the construction of a flyover in Bihar, India. It discusses the reasons for constructing the flyover to reduce travel time from 45 minutes to 15 minutes due to increasing traffic. It then outlines the various sections of the report, including the stages of the project like surveys, traffic analysis, and design. It describes the key components of the flyover like foundations, substructures, superstructures and provides technical details. It also lists the various machines and equipment used in the construction process and explains the construction procedures and dimensions of piles, pile caps, piers etc. through images.
This document provides a classification of bridges based on various criteria such as material, alignment, location, purpose, superstructure type, flood hazard level, span, navigation facilities, loading, and lifespan. Some of the main bridge types discussed include slab bridges, girder bridges, truss bridges, suspension bridges, arch bridges, swing bridges, bascule bridges, and lift bridges. Bridges are also classified based on their span length from minor bridges to long span bridges. Temporary bridges discussed include pontoon, boat, and flying bridges while permanent bridges include RCC, masonry, and steel bridges.
A RCC bridge is a monolithic structure that is poured in place. Forms are placed, the reinforcing steel is placed into the forms and a concrete mix is poured into the forms. The rebar extends beyond the form to allow connection to the next section to be poured. In a PSC structure the elements are precast either in a yard or onsite. They are cast with longitudinal holes to allow the prestressing strands to be extended between them. These strands use their tension to pull the units together and to act as reinforcement by prestreeing the entirety of the structure to make it stronger.
Industrial Training report Civil Engineering.JAPJEETSINGH13
ย
Industrial training report for civil engineering major training final year. All rights to the images, blueprints and content is reserved.
Only available for educational purposes.
The document is a project report for the preliminary design of a water treatment plant. It includes an index, acknowledgements, objectives, introduction and survey sections. The structural elements section describes the main components of the water treatment plant, including an aerator, alum dosing tanks, coagulation and sedimentation tank, rapid gravity filters, chlorinator, clear water reservoir and main distribution tank. The design specifications section provides specifications for designing components like the pre-sedimentation tank.
The document discusses bridge types, components, selection criteria, and design considerations. It begins by defining what a bridge is and its purpose in transportation systems. It then covers typical bridge components and various structural forms for bridges based on material, span length, and other factors. Key criteria for selecting bridge types include span length, site conditions, cost, and aesthetics. The document emphasizes that aesthetic design requires considering function, proportion, harmony, order/rhythm, and contrast/texture to create pleasing structures that blend with their environments.
The document discusses the different layers of flexible pavement, including the granular sub-base, granular base course, and bituminous layers. It describes the materials, construction processes, and quality control tests for each layer. Specifically, it outlines the objectives and materials used for the granular sub-base layer, including crushed stone aggregates, gravel, coarse sand, and requirements for material passing sieves. It also discusses the compaction and testing requirements for constructing the granular sub-base layer.
The document describes a summer training presentation on road construction for a 25 km mega highway project between Bhilwara and Chittore in India. It provides details on the project, discusses key aspects of road construction including earthwork, pavements, road types, and the bitumen road construction procedure. It emphasizes the importance of road development for connectivity and describes India's large road network of over 3 million km divided into categories for management.
The basic components and parts of a bridge include the superstructure, bearings, and substructure. The superstructure includes the deck and girders that support the roadway. Bearings allow movement between the superstructure and substructure and transmit loads. The substructure includes piers, abutments, and foundations that support the superstructure and transfer loads to the ground. Piers are vertical structures that support spans while abutments retain earth at the ends of the bridge and transfer loads into the ground. Foundations distribute bridge loads evenly into the soil or rock.
This document discusses hill roads and their design. It defines a hill road as one with a cross slope of 25% or more. It classifies hill roads based on their terrain and organization. Some key points:
- Hill roads are classified as plain/level, rolling, mountainous, or steep depending on their cross slope which can range from 0-10% to over 60%.
- They are also classified by organizations like BRO and by their use as motor roads, bridle paths, or village tracks.
- Important reasons for hill roads include economic development, industry, forests, tourism, and strategic needs.
- Design considers minimum costs, comfort, stability, drainage, and following geometric standards with easy
CONSTRUCTION OF DISTRICT CONTROL BUILDING, CENTRAL STORE BUILDING & 33/11KV POWER SUBSTATION CONTROL ROOM AT CHAPRA,BIHAR
An Internship Report submitted in partial fulfilment of the
requirements for the degree
of
B.Tech (Civil Engineering)
by
VIJAY KUMAR SINGH
13BCL0001
VIT UNIVERSITY
VELLORE โ 632 014, TAMILNADU
The document summarizes a student group's summer training project constructing a box culvert for the North Western Railway in Banswara, India. It describes the project details, components and materials of the box culvert, laboratory and field tests conducted, concrete mix design, construction layout, execution process, and structural analysis considering various loads. The students gained hands-on experience applying their classroom knowledge to the real-world construction of the box culvert.
This document provides an overview of the course MAB1053 Bridge Engineering Introduction. The key points are:
1. The course objectives are to identify types of bridges, perform basic calculations for bridge loading and analysis, and perform basic design of prestressed concrete bridge elements.
2. The course content includes introduction to bridges, bridge substructure elements, bridge loading, bridge superstructure analysis methods, and prestressed concrete bridge design.
3. The course schedule outlines the topics to be covered each week by the lecturers, including bridge types, loading, substructure, superstructure analysis, and prestressed concrete design.
The document summarizes the testing and analysis of multiple fettuccine truss bridge designs. Several bridges were constructed with varying heights, numbers of trusses, and designs. Each bridge was load tested and the maximum load carried and point of failure was recorded. Through this iterative process, the designs were improved to create a final bridge with a height of 9cm, 6 trusses, a maximum load of 1337g, and an efficiency of 19.1. Weak points identified included failure of bottom members and poor initial workmanship with the new materials and construction techniques.
Training report done on Bridge ConstructionSukhdeep Jat
ย
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.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
ย
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
This document is a summer training report submitted by Ravi Gupta for his Bachelor of Technology degree in Civil Engineering. The report provides an overview of the Public Works Department in Uttar Pradesh and discusses the construction of cement concrete pavement. It describes the different types of pavements and materials used in concrete pavement construction, including cement, sand, aggregate, and minerals. The report outlines the procedures for constructing concrete pavement, from preparing the subgrade to placing, curing and protecting the concrete. It also includes cost analysis and conclusions from the summer training project observing concrete pavement construction.
This document discusses the construction and maintenance of bituminous roads. It describes the different types of pavements including flexible and rigid pavements. For bituminous construction, it explains the procedures for subgrade preparation, application of tack coats and prime coats, and construction of different layers using techniques like penetration macadam, bituminous macadam, and seal coating. It also discusses the use of hot mix and cold mix methods using emulsions and cutbacks for construction and maintenance of bituminous roads.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
A railway station has platforms for passengers to board and disembark trains. It also has a station building for ticket sales and waiting areas. Stations range in size from small stops to large terminals. A station yard contains multiple tracks for sorting trains, including passenger, goods, locomotive, and marshalling yards. Marshalling yards separate incoming cars and reform them into outbound trains using flat, gravity, or hump yard designs. Larger stations have more facilities for passengers and goods handling.
The document provides information about the analysis of a pre-stressed bridge construction project. It discusses what a bridge is, classifications of bridges, materials used, and components involved in bridge construction. It also describes the DanyangโKunshan Grand Bridge in China, the world's longest rail-road bridge. The document outlines the process of post-tensioning bridges and provides field data from the construction of a bridge across Chhokra nalla on the Saddu-Urkura Road.
A concise presentation on bridge construction. Related to civil engineering courses. can be helpful for undergraduate students.
Its a Part of my class presentation.
A RCC bridge is a monolithic structure that is poured in place. Forms are placed, the reinforcing steel is placed into the forms and a concrete mix is poured into the forms. The rebar extends beyond the form to allow connection to the next section to be poured. In a PSC structure the elements are precast either in a yard or onsite. They are cast with longitudinal holes to allow the prestressing strands to be extended between them. These strands use their tension to pull the units together and to act as reinforcement by prestreeing the entirety of the structure to make it stronger.
Industrial Training report Civil Engineering.JAPJEETSINGH13
ย
Industrial training report for civil engineering major training final year. All rights to the images, blueprints and content is reserved.
Only available for educational purposes.
The document is a project report for the preliminary design of a water treatment plant. It includes an index, acknowledgements, objectives, introduction and survey sections. The structural elements section describes the main components of the water treatment plant, including an aerator, alum dosing tanks, coagulation and sedimentation tank, rapid gravity filters, chlorinator, clear water reservoir and main distribution tank. The design specifications section provides specifications for designing components like the pre-sedimentation tank.
The document discusses bridge types, components, selection criteria, and design considerations. It begins by defining what a bridge is and its purpose in transportation systems. It then covers typical bridge components and various structural forms for bridges based on material, span length, and other factors. Key criteria for selecting bridge types include span length, site conditions, cost, and aesthetics. The document emphasizes that aesthetic design requires considering function, proportion, harmony, order/rhythm, and contrast/texture to create pleasing structures that blend with their environments.
The document discusses the different layers of flexible pavement, including the granular sub-base, granular base course, and bituminous layers. It describes the materials, construction processes, and quality control tests for each layer. Specifically, it outlines the objectives and materials used for the granular sub-base layer, including crushed stone aggregates, gravel, coarse sand, and requirements for material passing sieves. It also discusses the compaction and testing requirements for constructing the granular sub-base layer.
The document describes a summer training presentation on road construction for a 25 km mega highway project between Bhilwara and Chittore in India. It provides details on the project, discusses key aspects of road construction including earthwork, pavements, road types, and the bitumen road construction procedure. It emphasizes the importance of road development for connectivity and describes India's large road network of over 3 million km divided into categories for management.
The basic components and parts of a bridge include the superstructure, bearings, and substructure. The superstructure includes the deck and girders that support the roadway. Bearings allow movement between the superstructure and substructure and transmit loads. The substructure includes piers, abutments, and foundations that support the superstructure and transfer loads to the ground. Piers are vertical structures that support spans while abutments retain earth at the ends of the bridge and transfer loads into the ground. Foundations distribute bridge loads evenly into the soil or rock.
This document discusses hill roads and their design. It defines a hill road as one with a cross slope of 25% or more. It classifies hill roads based on their terrain and organization. Some key points:
- Hill roads are classified as plain/level, rolling, mountainous, or steep depending on their cross slope which can range from 0-10% to over 60%.
- They are also classified by organizations like BRO and by their use as motor roads, bridle paths, or village tracks.
- Important reasons for hill roads include economic development, industry, forests, tourism, and strategic needs.
- Design considers minimum costs, comfort, stability, drainage, and following geometric standards with easy
CONSTRUCTION OF DISTRICT CONTROL BUILDING, CENTRAL STORE BUILDING & 33/11KV POWER SUBSTATION CONTROL ROOM AT CHAPRA,BIHAR
An Internship Report submitted in partial fulfilment of the
requirements for the degree
of
B.Tech (Civil Engineering)
by
VIJAY KUMAR SINGH
13BCL0001
VIT UNIVERSITY
VELLORE โ 632 014, TAMILNADU
The document summarizes a student group's summer training project constructing a box culvert for the North Western Railway in Banswara, India. It describes the project details, components and materials of the box culvert, laboratory and field tests conducted, concrete mix design, construction layout, execution process, and structural analysis considering various loads. The students gained hands-on experience applying their classroom knowledge to the real-world construction of the box culvert.
This document provides an overview of the course MAB1053 Bridge Engineering Introduction. The key points are:
1. The course objectives are to identify types of bridges, perform basic calculations for bridge loading and analysis, and perform basic design of prestressed concrete bridge elements.
2. The course content includes introduction to bridges, bridge substructure elements, bridge loading, bridge superstructure analysis methods, and prestressed concrete bridge design.
3. The course schedule outlines the topics to be covered each week by the lecturers, including bridge types, loading, substructure, superstructure analysis, and prestressed concrete design.
The document summarizes the testing and analysis of multiple fettuccine truss bridge designs. Several bridges were constructed with varying heights, numbers of trusses, and designs. Each bridge was load tested and the maximum load carried and point of failure was recorded. Through this iterative process, the designs were improved to create a final bridge with a height of 9cm, 6 trusses, a maximum load of 1337g, and an efficiency of 19.1. Weak points identified included failure of bottom members and poor initial workmanship with the new materials and construction techniques.
Training report done on Bridge ConstructionSukhdeep Jat
ย
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.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
ย
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
This document is a summer training report submitted by Ravi Gupta for his Bachelor of Technology degree in Civil Engineering. The report provides an overview of the Public Works Department in Uttar Pradesh and discusses the construction of cement concrete pavement. It describes the different types of pavements and materials used in concrete pavement construction, including cement, sand, aggregate, and minerals. The report outlines the procedures for constructing concrete pavement, from preparing the subgrade to placing, curing and protecting the concrete. It also includes cost analysis and conclusions from the summer training project observing concrete pavement construction.
This document discusses the construction and maintenance of bituminous roads. It describes the different types of pavements including flexible and rigid pavements. For bituminous construction, it explains the procedures for subgrade preparation, application of tack coats and prime coats, and construction of different layers using techniques like penetration macadam, bituminous macadam, and seal coating. It also discusses the use of hot mix and cold mix methods using emulsions and cutbacks for construction and maintenance of bituminous roads.
Grillage Analysis of T-Beam bridge, Box culvert and their Limit State Design; components of Bridges and loads acting on bridges are presented in this slide.
A railway station has platforms for passengers to board and disembark trains. It also has a station building for ticket sales and waiting areas. Stations range in size from small stops to large terminals. A station yard contains multiple tracks for sorting trains, including passenger, goods, locomotive, and marshalling yards. Marshalling yards separate incoming cars and reform them into outbound trains using flat, gravity, or hump yard designs. Larger stations have more facilities for passengers and goods handling.
The document provides information about the analysis of a pre-stressed bridge construction project. It discusses what a bridge is, classifications of bridges, materials used, and components involved in bridge construction. It also describes the DanyangโKunshan Grand Bridge in China, the world's longest rail-road bridge. The document outlines the process of post-tensioning bridges and provides field data from the construction of a bridge across Chhokra nalla on the Saddu-Urkura Road.
A concise presentation on bridge construction. Related to civil engineering courses. can be helpful for undergraduate students.
Its a Part of my class presentation.
Structural Design aspects of Burj Khalifa. All important information that you may need to know about the worlds tallest building. Burj Khalifa model was analysed on ETABS and on Midas gen 2010. Midas was used for Column shortening and stage construction analysis.
The geotechnical report for the Burj Khalifa provided critical information for constructing the foundation of the world's tallest building on weak soil conditions. Extensive testing of 23 boreholes found loose sands and weak stones requiring a deep foundation of 192 bored piles up to 50 meters long and a 3.7 meter thick raft foundation to distribute the building's over 500,000 ton weight. The unique architectural design and Dubai's weak soils presented challenges, but the engineered foundation system ensured less than 3 inches of settlement for the over 800 meter tall landmark.
The Golden Gate Bridge spans the Golden Gate strait between San Francisco and Marin County. It has a main span of 1,280 meters and a total length of 2,737 meters. Construction began in 1933 and was completed in 1937, with 11 workers dying during construction. The suspension bridge cost $35 million to build and its international orange color makes it a iconic landmark in the San Francisco Bay Area.
This document provides an overview of the chapters in a book on steel-concrete composite bridges. The book reviews different forms of composite construction and then examines common composite bridge types in more detail. It covers topics such as simple beam bridges, integral bridges, continuous bridges, viaducts, box girders, trusses, arches, cable stay bridges, and prestressed composites. The document lists the chapters and includes brief descriptions of some of the structural concepts discussed in the book. It also outlines several appendices that provide calculations for section properties and structural behavior.
Project Execution Plan for Bridge ConstructionDavid H Moloney
ย
The purpose of this presentation is to give an understanding of the Methods, Plant and Sequence to construct an insitu concrete bridge.
This presentation can be used to engage Stakeholders and to get the Site Teams commitment to the programme. Also can be used for Induction Training and as a way to capture and share knowledge.
Project Execution Plan (PEP) details how a project will be executed, monitored and controlled. High in Educational Value and easily understood. Recommended for Continuing Professional Development (CPD)
This Presentation is innovative and has many beneficial uses.
This report is based on the internship experience I had during my time of internship. The relevant details of the internship program are available in the cover page. This report contains three main chapters namely, Introduction to the Training Establishment, Training Experience and Conclusion. In the following paragraphs, what each chapter contains is explained briefly.
The first chapter is titled, โIntroduction to training establishmentโ and it contains information about the organization that I had my training at.
The second chapter includes information related to the training experience I had, during my time of stay at the training establishment.
The final chapter is the conclusion of the report, where it contains a summary of the training experience mentioned in chapter 2 and how all these training experiences affected my life and career and it distinguishes the university life from the training life, by clearly mentioning what I gained as an intern in that company.
this summer training report is for civil engineering students and perfect format for shown to teachers. it is on foundation and basement design works in building.
This report contains concise details of in-plant training received at Colombo Dockyard PLC to fulfill the industrial training requirements of B.Sc. Eng. degree program at University of Moratuwa.
This document provides information about an industrial training report on a hospital construction project. It includes a site profile of the Smita Memorial Hospital, which is a 416 bed multi-specialty hospital. It also discusses familiarization with relevant IS codes, concrete mix design, tests on concrete including slump and cube tests, site visits covering placing, compacting, finishing of concrete and construction of columns and beams. Finally, it discusses quality control methods and safety provisions for the construction site, including staircase safety for high rise buildings.
This report details the internship of H.T. Shameera Wijesooriya at MรGA Engineering during the construction of the Hyatt Regency Hotel in Colombo, Sri Lanka. As an intern, Wijesooriya helped manage reinforcement works from the 20th to 23rd floors. The skills learned included interpreting engineering drawings, supervising workers, and collaborating across construction sectors. The high-rise hotel project involved formwork, reinforcement, concreting, and masonry operations over its 2 year schedule.
The document provides information about a construction project for married accommodation at Jalandhar Cantt, Punjab. The project involves constructing residential buildings with 6 stories for military personnel, divided into multiple pockets with 22 blocks total. The student underwent a 6-month industrial training at the site as part of their civil engineering degree program. Key details covered include the project scope and location, roles of those involved, construction methodology and materials used.
This document is Rajat Kumar's industrial training report submitted in partial fulfillment of the requirements for a Bachelor of Technology degree from Shoolini University. It includes a declaration by Rajat Kumar stating that the report is his original work. It also includes certificates from the chairperson of the Civil Engineering department and the head of the School of Mechanical and Civil Engineering confirming Rajat Kumar completed the training under their supervision. The report contains chapters on different types of roads, pavements, materials used in construction like cement, sand and aggregates, different brick bonds, the construction process for columns and foundations, and types of foundations.
The document provides an overview of the training organization Zone24x7. It describes Zone24x7 as a technological company that provides hardware and software solutions. It details Zone24x7's organizational structure, products and services, partners and clients, and an assessment of its current position including strengths, weaknesses and suggestions. The training experience involved working on various software development projects at Zone24x7 to gain exposure to tools, technologies and company practices.
This report summarizes an internship at the Rehabilitation of Labugama and Kalatuwawa Water Treatment Plant Project in Sri Lanka. As an intern, the author was a Junior Engineer responsible for assisting with construction tasks and project management duties. The project involved upgrading aging infrastructure at two essential water treatment plants to improve water quality and capacity.
This report summarizes the author's 24-week industrial training experience at DIMO Pvt Ltd, Ceylon Electricity Board, and Lanka Electricity Company. It includes descriptions of each organization's structure, functions, performance, strengths, weaknesses, and the author's roles. The report details the technical skills and knowledge gained in areas like hydro power generation, thermal power plants, transmission systems, distribution, customer service, and more. It concludes that the training program was successful in exposing students to real-world industry experience and applying their university education.
Industrial Summer Training Report at Construction Site of CPWD Alok Mishra
ย
Construction of Police Station Khajuri Khas, Near Sonia Vihar, Delhi (SH: C/o Police Station Building, Electric sub Station & External Development Work i.e. Internal Electrical Installations)
The document provides an outline of the Department of Civil Engineering at the General Sir John Kotelawala Defence University. It discusses the introduction to civil engineering as a field, the degree program offered, and details about the program structure, content, teaching methods, and resources. The 4-year BSc in Civil Engineering degree aims to provide students with knowledge across various civil engineering disciplines and practical skills through laboratory work, field work, projects, and industry training.
Internship Report on Bridge Construction & Dam ConstructionKhaliqur Rahman
ย
Its about Bridge Component and Dam technique.
Full information about Bridge Construction.
Full information about construction of dam.
Training report. in pdf file
Summer Training Report =Bihar Rajya pul Nirman NigamRaju kumar Gautam
ย
This document provides details about a summer training project conducted at Bihar Rajya Pul Nirman Nigam Limited (BRPNNL) from June 6 to July 7, 2017. It describes the construction of a flyover from Mithapur to Chiriyantand in Patna, including surveying, foundations involving pile boring and concrete pile construction, substructures like pile caps, pier shafts and pier caps, and superstructures such as segments, girders, and their launching. The flyover is being built to reduce traffic problems in Patna due to increasing vehicles and poor road infrastructure.
This document provides details about the project members and guide for a construction project of a bridge over the MAHI river near VASAD. It lists the six student project members and their guide. It then outlines the main components that will be studied including the site location and details, basic bridge terminology, bore log details, standard penetration tests, plate load tests, pile foundations, group action of piles, and sub-structure components like pile caps and piers. Foundation will consist of friction piles based on soil testing. The bridge will have 17 piers and be 564 meters long spanning the river.
Jaipur metro rail corporation summer training reportRajendra Jhurawat
ย
The document provides an overview of the Jaipur Metro Rail project from Mansarovar to Badi Chaupar. It discusses the civil engineering aspects of the project including the viaduct and underground structures. It also covers relocation of affected structures, design of pre-stressed concrete bridges, and types of pre-stressing including pre-tensioning and post-tensioning. Lists of references are also included.
What are the components of the bridge?
Image result for bridge-engg-components
The main components of a bridge are the foundation, substructure, and the superstructure. Each of these core areas have other parts within them. Piles and pile caps are constructed as the foundation of the bridge
Flyover bridges are elevated roadways that allow traffic to pass over intersections without stopping. The presented flyover bridge consists of several key components: footings and piles that form the foundation; abutments and piers that support the structure; pier caps that transfer loads to the piers; elastomeric bearings that allow for movement; a concrete deck slab and girders that form the roadbed; and barriers along the sides. The construction process involves setting the foundation with piles, building the piers, installing supporting structures, completing the superstructure, and performing safety inspections before opening.
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1. TRAINING REPORT
(TRAINING DURING : MAY โJUNE 2016 )
( GUIDED BY MR. DEVENDRA GUPTA )
RIDDHI SIDDHI HIGH LEVEL BRIDGE
By
JAIPUR DEVELOPMENT AUTHORITY (JDA),
Ram Kishor Vyas Bhawan, Indra Circle,
Jawaharlal Nehru Marg,
Jaipur (302004) Rajasthan, India
Submitted by :
Mahavir Prasad Meena
13CE10022
Department of Civil Engineering
IIT Kharagpur
2. ACKNOWLEDGEMENT
I would like to thank JaipurDevelopmentAuthority(JDA) for giving methis
invaluable opportunityto learn so much practical knowledge which would have
impossible to learn through onlylooking at images from textbooks. I have gained
invaluable insights into how construction of any superstructureis handled and how
any difficultywhich comes in between is tackled. Apartfrom technical knowledge, I
have gain insights into construction management, efficientman-power
managementand lots of other thing.
I am deeply indebted to our training in-chargeat site Mr. DevendraGupta whose
help, stimulating suggestions and encouragementhelped me in all the time at the
training site and also for writing this training report. Also I am thankfulto Mr.
ManishJangid and Mr. BharatSingh for helping meunderstand the process of
construction.
My colleagues from the Civil Engineering Department supported me in my project
work. I want to thank them for all their help, support, interestand valuable hints
Especially, I would like to give my special thanks to my parents whose patient love
enabled me to complete this work. And at last butnot the least I would like to
thank God for the successful completion of my project.
4. INTRODUCTION
Seeingthe currentincrease inthe trafficconditionsandwaterlogging problemduringthe rainyseasons
at AmanishahNullah,JaipurDevelopmentAuthority(JDA) hasbaggedthe contractto PRL For Bridge
overAmanishahNulluh.
The bridge isconstructed536m overAmanishahNullah.The bridge whichwillconnectthe VijayPath
JunctiontoShipraPath, Mansarovar,Jaipur.It isexpectedtoreduce the pressure of hightrafficcoming
straightto the city.
The type of bridge thatis beenconstructedover kenriverisknownasgirderbridge.A girderbridge in
general isa bridge thatusesgirdersas the meansof supportingthe deck.A bridge consistsof three
parts: the foundation(foundationandpiers),the superstructure (girder,slab),andthe deck.
Solidslabanddeckslab withgirdersare usedinbridge.The bridge ismade of concrete andsteel.
Girdersare castingat site itself.Prestressedgirdersare used.
Due to hightrafficit wasdecidedthatfinishfirstone side withparallelworkonthe otherside.
5. DETAIL OF BRIDGE
๏ถ 6 Lane and 2 Way Bridge.
๏ถ Lengthof Bridge = 536 m.
๏ถ RCC Part of Bridge=27m.
๏ถ Approach/ Earthwork(filled) =266m.
๏ถ Carriageway= 3.5*3 = 10.5m.
๏ถ Total Widthof Bridge = 2*( Carriageway = 10.5m ) + 2*( CrushBarrier= 0.45m ) +
2*(Footpath=1m) + 2*( Median= 0.3m ) = 24.5m.
FootpathProvidedinbothsides.
๏ถ Typesof Slabsused:
1. 11.4m Span SolidSlab:12.25m*11.4m
2. 20m SpanDeck Slab: 12.25m*20m
๏ถ Foundation:Pile Foundation
1. Four PilesGroup ( For SolidSlab) : Dimension=5.1m*5.1m.
2. Six PilesGroup( For Deck Slab) : Dimension=5.1m*8.7m.
๏ถ GirderUsed : PrestressedConcreteGirderof 20m Span.
๏ถ Bearing: ElastomerBearingwithDimension=250mm*400mm.
๏ถ Pedestal :Dimension550mm*700mm.
๏ถ Diameterof Pile =1.2m.
๏ถ Diameterof Pier= 2.2m.
๏ถ Propertiesof Soil :
C=0, phi >= 30 Degree
Gama =1.80t/(m^3)
14. Pierand PierCap :
๏ท A supportof concrete or masonryfor superstructure of bridge.
๏ท The base of piermay restdirectlyoverfirmroundor itmay be supportedonpiles.
๏ท Centre line of piernormallycoincide withthe centerline of the superstructure.The
dimensionof the topof pierdependsondistance betweengirder(longitudinal girder) and
distance requiredtoprovide forthe expansionof girder,sizeof bearingetc.
15.
16. Pedestal :
Pedestal ismade of RCC Andconnectingto piercap.The grade of concrete usedfor
pedestal isM40. The size of pedestal is550mm*700mm as givenbelow.
17. Bearing : ( UsedElastomer Bearing inour case )
Bearingis a componentof a bridge whichtypicallyprovidesarestingsurface between
bridge piersandthe bridge deck.The purpose of a bearingisto allow controlledmovementand
therebyreduce the stressesinvolved.Movementcouldbe thermal expansionorcontraction,or
movementfromothersourcessuchasseismicactivity.There are several type of bridge bearings
whichare useddependingonanumberof differentfactorsincludingthe bridge span.The oldest
formof bridge bearingissimplytwoplatesrestingon topof each other.A common formof modern
bridge bearingisthe elastomericbridge bearing.Anothertype of bridge bearingisthe mechanical
bridge bearing.
f
18. ABUTMENTS
An abutmentisa structure that supportone endof a bridge inotherword we can say that itis structure
locatedat the end& at the beginningof abridge.
Functionsof abutment
a) Supportthe bridge deckat end.
b) Retainthe embankmentof approachingroad.
c) Connectedthe approachroadto the bridge deck.
19. SUPERSTRUCTURE
GIRDERS: 20M SPANGIRDERS
MAIN GIRDER: These are the strongbeamsthat carry loadfrom superstructure tothe substructure.
A girderisa supportbeamusedin construction.Itisthe mainhorizontal supportof a structure.Girders
oftenhave an I-beamcross sectioncomposedof twoload-bearingflangesseparatedbyastabilizing
web.Inour case girderswere Prestressedgirders.Girderswerecastedatsite.
20.
21. END CROSS GIRDER:
The primaryfunctionof crossgirdersisto supportthe deckslab.The girdersmay
howeverneedtoperformsecondaryfunctionof preventingthe slabfrombucklingincompression.
Typicallythese are the transverse beams( alsoverystrong/stiff ) whichare providedfortransverse
stiffness.Thistransverse diaphragmwillmake sure thatif youhave multiple maingirders,theyshare
loadsbetweenthemanddonโtbehave independently.
22. DECK SLAB
๏ท The principal functionof abridge deckslabis to provide supporttolocal vertical loads(from
highwaytraffic,railwayorpedestrians) andtransmitthese loadstothe primarysuperstructure
of the bridge.
๏ท As a resultof itsfunction,the deckwill be continuousalongthe bridge spanand( apart from
some railwaybridges) continuousacrossthe span.Asa resultof thisof thiscontinuity,itwill act
as a plate ( isotropicororthotropicdependingonconstruction) tosupportlocal patch loads.
23. CRASH BARRIER:
Crashbarriers keepvehicleswithintheirroadwayandpreventvehiclesfrom
collidingwithdangerousobstaclessuchasboulders,wallsorlarge stormdrains.Crashbarriersare also
installedatthe roadside topreventerrantvehiclesfromtraversingsteepslopes.Crash barriersare
normallydesignedtominimize injurytovehicleoccupants,injuriesdooccurin collisionswithcrash
barriers.Theyshouldonlybe installedwhere acollisionwiththe barrierislikelytobe lessseverethan
collisionwiththe hazardbehind it.
To make sure theyare safe and effective,crashbarriersundergoextensive simulatedandfull scale crash
testingbefore theyare approvedforgeneral use. While crashtestingcannotreplicate everypotential
mannerof impact,testingprogramsare designedtodeterminethe performancelimitsof crashbarriers
and provide anadequate level of protectiontoroadusers.
24. CONCLUSSION
This training helpedme togain knowledge by experiencing various works taking
place int the site. By this in plant training I had a opportunity towitness various
situations inthe site andpractically and innovatively overcoming theminbrief I
learnedabout various newconstructiontechnologies andmore importantly I
experiencedthe whole constructionof laying out a span of a girder bridge. This
helpedme in clearing various theoretical andpractical doubts andmade me
somewhat realize the future scope of civil engineering