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TRANSCRIPT
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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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