micronoptics-chiapas bridge 2008

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    Case Study Bridges

    Chiapas BridgeChiapas, Mxico, 2008

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    Chiapas Bridge- General Characteristics

    Length: 1,208m, W idth: 10m, D eck width: 8m, Lanes: 2

    Construction type: steel box girder supported on steel pillars.A total of 102 boxes welded together.

    Location: K m 961 of the C oapas-O cozocoautla highway in thestate of Chiapas, M exico.

    In service since Dec. 2003.

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    Chiapas Bridge Structural Monitoring System Overview

    A imTo monitor the integrity and behavior of the bridge structure, and

    effects due to high traffic and heavy truck loads that could cause

    possible damage & fatigue.

    Location Chiapas, M exico

    System Integrator Chandler M onitoring Systems, Inc.http://www.chandlermonitoring.net

    Customer Instituto de Ingeniera, N ational Univ. of M exico (U NA M )Date N ovember 2-16, 2008

    Instrumentation(1) M icron O ptics sm130-500 O ptical Sensing Interrogator

    (1) M icron O ptics sp130-500 O ptical Sensing Processor M odule

    (1) M icron O ptics sm041-416 O ptical Channel Switch Extension

    Sensors (64) M icron O ptics os3100 Spot-Weld Strain Gage(18) M icron Optics os4100 Temperature Compensation Sensors

    Project S cope

    Long-term monitoring of strain and temperature at 16

    different sections along bridge span.

    System powered on-site via solar panels.

    O n-site and remote data retrieval. Sensors monitor the strains, deflection and possible

    sloping of the steel girder bridge box. D ata also helps

    determine strain variations, vibrations and expansion

    effects as a function of time of day, seasons and traffic.

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    Chiapas Bridge: Longitudinal Section

    Sensors were installed along the length of the steel box girder at 16 different sections.

    Key sections are located at pi llar support points and pillar-to-pillar mid-span points.

    A total of 82 sensors (64 strain and 18 temperature) were installed.

    Additional accelerometers and ti lt meters are planned to be installed later.

    Installation sections

    Section 16 Section 1

    4

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    Chiapas Bridge: Cross-Section and Sensor Locations

    strain sensor

    temperature sensor

    ventilation opening

    Strain Sensors, os3100

    There are 4 strain &

    2 temperature sensors

    per section. Spot-welded

    Temperature Sensors,os4100

    Bridge steel superstructure

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    Chiapas Bridge: Sensor Network Configuration

    Ch 16,Section 16

    M onitoring system housed in

    ambient-controlled enclosure.

    Ch 1,Section 1 Ch 2, Section 2

    M ain optical sensing cable (16 fibers)

    Branching fibers have FBG sensors connected

    In series to them (6 total/section some sections only 4)

    sm130-500,

    Sensor Interrogator

    sm041-416,

    Sensor M ultiplexer

    Ch 1 (Bridge Section 1)

    Ch 16 ( Bridge Section 16)

    ( ) Ch 15 (Bridge Section 15)

    sp130, Controller& D ata Storage

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    Chiapas Bridge Installation (Bridge Access) 7

    Installation crew Chandler M onitoring Inc. arrives on site.

    A ll hardware and sensors were previously shipped to M exico C ity and then trucked to the site.

    Access to the inside of the bridge is via an external access ladder.

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    Chiapas Bridge Installation 8

    FBG sensor arrays on-site deployment

    O nce on-site, sensor sections are unpacked

    Each section is retested before installation on the steel bridge truss

    FBG sensor arrays preparation

    Pre-assembled to length for each bridge segment

    Each bridge segment array tested before packaging

    Custom packaged before shipping to the site

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    Chiapas Bridge Installation (Sensor Array Topology) 9

    Splice tray for segment 2.

    Schematic of sensor cable layout for each bridge segment tapped from main feed.

    os3100 with protective cover patch (A quaseal)Bridge floor

    Bridge roof Crush resistant fiber cable.

    1

    2

    3

    4

    os3100 on truss ceiling..

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    Chiapas Bridge: Aspect of Installed Sensors (Section 4)

    Fiber optic strain sensors

    M ain optical sensing cable (16 fibers)

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    Chiapas Bridge Installation of Roof Sensors (Section 4) 11

    os3100 strain sensors being installed on the ceiling of the bridge truss.

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    Chiapas Bridge Installation (Splicing to Trunk FO Cable) 12

    Tapping into the main 1.1km cable feed at each of

    the 16 bridge segment locations.

    M ain cable feed tapping point and industrial

    grade splice tray.

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    Chiapas Bridge Installation (Protective Cabinet) 13

    Fiber cables 16) leading to sensors

    The optical system is

    housed inside NEM A type

    box with controlledtemperature and humidity.

    sp130-500 (controller)

    sm130-500 (interrogator)

    sm041-416 (multiplexer)

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    Chiapas Bridge Results and Acknowledgements

    R esults Customer is currently monitoring the bridge. M ore information will become

    available in the future. The installation process was sim plified and future upgrades will be easy,

    due to the simple, bus-type signal cable architecture of the monitoringsystem and its clear wavelength allocation.

    A cknowledgements

    Drs. Roberto Gmez M artnez and David M uria Vila of the Instituto deIngeniara, U niversidad Nacional Autnoma de M xico (U NAM ) - Endcustomer and operator of the monitoring system.

    web: www.unam.mx/

    Dr. A lexis M ndez of M CH Engineering, LLC -System designer. Tel: 510-521-1069, email: alexis.mendez@ mchengineering.com

    Keith Chandler of Chandler M onitoring Systems, Inc. -System integratorand on-site installer.

    Tel: 678-985-9216, email: info@ chandlermonitoring.net, web: www.chandlermonitoring.net

    M icron O ptics, Inc, U SA Tel: 404-325-0005, email: info@ micronoptics.com, web: www.micronoptics.com

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    http://www.unam.mx/mailto:[email protected]:[email protected]://www.chandlermonitoring.net/mailto:[email protected]://www.micronoptics.com/http://www.micronoptics.com/mailto:[email protected]://www.chandlermonitoring.net/mailto:[email protected]:[email protected]://www.unam.mx/