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    MANOHARBHAI PATEL INSTITUTE OFENGINEERING AND TECHNOLOGY,

    SHAHAPUR.

      GUIDED BY 

      Prof. D. Bhure

      Assistant Prof.

    Civil Engineeringdepartment

    PRESENTED BY 

    MD. Asbar A. Sheikh

    Civil Engineering

    students

      PROJECT SEMINAR ON

      “ INDUSTRIAL CASE STUDY IN MAJOR BRIDGES

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    INTRODUCTION

    As a partial fulllment of the syllabus as presribed by the !.".M.#.$.% it is toundertake&ndustrial Case Study '&CS( on ma)or bridges under the guidane of Prof. D.Bhure

    &ndustrial training is an environment provides opportunity to develop problems

    solving attitude and to have an insight into the funtioning of the atual*ork .&t makes the fresh engineer some familiar to atual situation of the site.

    Bridge is a struture failitating a ommuniation route for arrying road tra+or other moving loads over a depression or obstrution suh as river% stream%hannel or rail*ay route. "he ommuniation route may be rail*ay trak% atram*ay% a footpath% a yle trak or aa ombination of them.

     "he advent of ne* materials a,eted the development of bridge building.

    timber% stone% ast iron% *rought iron% later by mild steel are replae *ith thene* invention and ne* tehni-ue.#o* a day !.C.C. Bridge% suspension bridgesare more popular for better strength and stability. !.C.C. bridge failed to satisfyre-uirements of realiing larger span for bigger bridges. /ene in &ndia prestressed onrete *as adopted more than t*o deades ago sine !.C.C.bridges failed to satisfy the re-uirements for larger spans. Also post tensionedgirders are suitable for large span bridges have soon been given large bo0

    girder

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    TABLE OF CONTENTS INTRODUCTIONCOMPONENTS OF BRIDGE

    TYPES OF BRIDGEPROBLEMS RELATED TO BRIDGES

    MAINTENANCE STRATEGIES

    PRESENTLY ADOPTED MAINTENANCE SYSTEMS

    COMMON MAINTENANCE PROBLEMS

    STUDY AREA

    BOXCELL BRIDGEINTRODUCTION

    PROJECT DETAILS

    STRUCTURAL DETAILS

    MATERIALS USED

    METHODS OF TESTING

    CONSTRUCTION DETAILS

    SCHEDULE OF REINFORCEMENTMETHODOLOGY 

    TOOLS OF CONSTRUCTION

    3.10EQUIPMENTS USED

    3.11HUMAN RESOURCES

    3.12MANAGEMENT STRUCTURE

    3.13MAINTENANCE

    NE FLY O!ERPROJECT DETAILS

    CONSTRUCTION METHODS

    REINFORCEMENT DETAILS

    TRAFFIC !OLUME STUDY 

    DEFECTS IN FLY O!ERMAINTENANCE

    CONCLUSION

    BIBLIOGRAPHY 

    ANNEXURE

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    PROJECT DETAILS  "ype of Struture 2 Composite

    Struture '!.C.C. 3irder(

    4ength 2 5567mm.

    8idth 2 outer to outer9:.;m

    &nner to inner 'arriage *ay(9

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    The construction of the piers

    have been done in the

    following ways-1.For the construction of

    the foundation, at first

    excavate the soil till thehard stratum is found.

    Pile foundation has been

     provided for the piers.

    CONSTRUCTION METHOD

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    D"#$%& '( $ )%&"2

     "he height of pileis ?7m. the links of

    sie :mm dia. areprovided in ahelial nature at5;7mm >

    spaing. M=7 gradeof onrete is used.

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    P4A# @ P&E! CAP @ "/E #E8 4 @E!

     

    our pedestals eah of :77mm dia. have been provided abovethe pier ap on the piers that are situated on the rail*aysetion and three pedestals on the other setions of thebridge. Pedestals are made of M=; grade of onrete

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    D!A P&PE

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     "/E #E8 @E!8 4

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    !eferenes

    Mr.M.&.Shaikh% r. Engineer% P.8.D% 3ondia.

     D.. Bhagat% Deputy Engineer% P.8.D% 3ondia.

     

     

    itor D. ohnson% FEssential of Bridge EngineeringG%Pg. =?;9

    =?>en.m.*ikipedia.org>*iki>bridge.

     

    http://en.m.wikipedia.org/wiki/bridgehttp://en.m.wikipedia.org/wiki/bridge

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