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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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