riyang khola @ 26.12.13

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  • 8/13/2019 riyang khola @ 26.12.13

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    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 09826.12.2013

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    THIS BRIDGE CONSISTS OFDECK SLAB 125mm THICK

    INCLUDING WEARING

    COAT.

    LESS OR NO COVER TO THE

    REINFORCEMENT OF DECK

    SLAB, REINFORCEMENT

    EXPOSED, SPALLING ,

    DELAMINATION HAS

    OCCURED

    2

    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR DARAMDIN

    ROAD IN WEST SIKKIM

    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 098

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    Top flange of stringer induced high corrosion.Cross beam end highly corroded, needs to bechecked under maximum rated wheel load.

    Outer stringer (less loaded) is provided

    with higher section (ISMB 300) than innerstringer (high loaded).

    3

    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR - DARAMDIN

    ROAD IN WEST SIKKIM

    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 098

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    Cracks present in abutment.

    Top chord of the truss is Unbraced. The

    trusses have out-of-plane deformation inboth horizontal direction.

    4

    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR - DARAMDIN

    ROAD IN WEST SIKKIM

    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 098

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    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR - DARAMDIN

    ROAD IN WEST SIKKIM

    No Expansion joint. Gapfully concealed, thusmaking it malfunctional.

    Clear sensing ofvibration at take off time

    on bridge deck.

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    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR DARAMDIN

    ROAD IN WEST SIKKIM

    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 098

    RECOMMENDATION & DISCUSSION :

    1. It is preferred that the bridge shall be closed for all types of vehicle traffic. If not,maximum 9R vehicles may be allowed one at a time.

    2. An immediate planning shall be started for replacement or rehabilitation and retrofittingof the bridge.

    3. All heavy vehicles shall immediately be stopped.

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    INCEPTION REPORT ON ADEQUACY ASSESSMENT OF RIYANG KHOLA BRIDGE ON NAYABAZAR-DARAMDIN

    ROAD IN WEST SIKKIM

    Department of Construction Engineering

    JADAVPUR UNIVERSITY, Kolkata700 098

    S/d S/dBISWAJIT SOM DR. GOKUL MONDAL

    Associate Faculty & Consultant Associate ProfessorEmail ID: [email protected] Email ID: [email protected]

    AnnexureDetailed Field Investigation Report

    Based on

    APPENDIX 1 : INVENTORY OF ROAD BRIDGE

    APPENDIX 5 : CHECK LIST FOR INSPECTION REPORT

    ofIRC:SP-35 Guidelines for Inspection Maintenance of Bridges

    mailto:[email protected]:[email protected]:[email protected]:[email protected]