s58_i-49 north segment k project segmental concrete girder design_ltc2013

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  • 7/29/2019 S58_I-49 North Segment K Project Segmental Concrete Girder Design_LTC2013

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    I-49 North Segment K Project Segmental Concrete Girder Design

    2013 Louisiana Transportation Conference Session 58

    Craig Finley, P.E., Finley Engineering Group, Inc., Tallahassee, FLDurk Krone, P.E., TRC Engineers, Inc., Baton Rouge, LA

    I-220 at Russell Road

    I-49 over MLK Drive

    Ramp SE

    Ramp EN

    Ramp WN

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    Results you can rely on

    AGENDA

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    Site Location Corridor

    Project Team

    Timeline for Development of Segment K

    Site Plan Bridges to be Designed in Segmental Segmental Design

    Project Specific Design Features

    Segmental Construction Details

    Closing Remarks & Questions

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    Results you can rely on

    ARKANSAS

    SITE LOCATION

    3

    185 MILES TO

    DALLAS, TX

    T

    E

    X

    A

    S

    M

    I

    S

    S

    I

    S

    S

    I

    P

    P

    I

    PROJECTSITE

    LAFAYETTEBATONROUGE

    NEWORLEANS

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    CORRIDOR

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    SEGMENTS A JALL UNDER

    CONSTRUCTION

    OR COMPLETED

    SEGMENT K

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    PROJECT TEAM

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    Louisiana DOTD Baton Rouge, LA

    o Joachim C. Umeozulu, P.E. Project Managero Paul Vaught, III, P.E. Bridge Design Project Manager

    TRC Engineers Baton Rouge, LAo Durk Krone, P.E. Principal / Project Manager

    o Michael Paul, P.E. Deputy Project Manager

    Finley Engineering Group Tallahassee, FLo Craig Finley, P.E. Project Principal

    o Jerry Pfuntner, S.E., P.E. Project Manager / Designer

    Touchstone Architects Tallahassee, FLo Bradley Touchstone, AIA - Principal

    NTB Associates Shreveport, LAo Paul Rossini, PLS President/CEO

    o Dexter Grogan, P.E. Bridge Design

    AFJM, Inc. Shreveport, LAo E.L. Skip James, Jr. Director of Transportationo Elba Hamilton, P.E. Project Engineer

    BRIDGE

    DESIGN

    ROADWAY DESIGN

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    TIMELINE FOR DEVELOPMENT OF SEGMENT K

    DATEJUNE 6, 2006

    MAY 25, 2007

    AUGUST 2, 2010

    JULY 7, 2011

    JANUARY 5, 2012

    JANUARY 2, 2013

    EVENT

    TRC received Notice-to-Proceed for Preliminary

    Bridge Design

    Project placed on-hold

    Supplement No. 1 Notice-to-ProceedDOTD, ASBI, TRC Discuss potential

    implementation of segmental bridge construction

    DOTD/TRC Discussed the steps needed to

    develop final plans for the implementation ofsegmental bridge design for 3 ramp structures.

    DOTD issued Advanced Notice-to-Proceed to TRC

    6

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    Site Plan Bridges to be Designed in Segmental

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    I-220 at Russell Road

    I-49 over MLK Drive

    Ramp SE

    Ramp EN

    Ramp WN

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    A SEGMENTAL BRIDGE

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    Is A Construction Technique.with Design Implications

    SEGMENTAL DESIGN

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    SEGMENTAL DESIGN

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    3 Bridges, 700 Segments, 271,000 sf. Deck Area Span for Lengths 120 to 260, radius 550 (Ramp WN)

    3 Roadway Cross Sections 31.5, 35.5, and up to 52 wide

    Pier Heights of 20 to 90

    Foundations and Access

    Aesthetics Without Cost

    Best Practices Approach

    SEGMENTAL DESIGN CHALLENGES

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    SEGMENTAL DESIGN

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    Precast Segmental Balanced Cantilever, Erected by Cranes

    Combination of Haunched and Constant Depth Segments

    One Set of Casting Machines

    External Post-Tensioning with Diabolos

    Best Practices Good Experience

    SEGMENTAL DESIGN SOLUSTIONS

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    PROJECT SPECIFIC DESIGN FEATURES

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    Project Design Criteria

    LADOTD BDM with some extras

    Principal Stress Requirement 3fc

    Shear AASHTO LRFD and Segmental Guide Specifications

    Analysis Software

    3-D Time Dependent

    Serviceability and Maintainability

    Tendon Replacement and Bearing Replacement

    Load Rating

    FEATURES-SEGMENTAL DESIGN

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    SEGMENTAL CONSTRUCTION DETAILS

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    Precast Segmental Construction

    PRECASTING

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    SEGMENTAL CONSTRUCTION DETAILS

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    Forms to Accommodate Width and Depth Differences

    PRECASTING MACHINES

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    SEGMENTAL CONSTRUCTION DETAILS

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    5 Segment Types 1 Form Set

    SEGMENT TYPES

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    SEGMENTAL CONSTRUCTION DETAILS

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    Balanced Cantilever Construction

    SEGMENT ERECTION

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    SEGMENTAL CONSTRUCTION DETAILS

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    External Post-Tensioning and Diabolos

    EXTERNAL PT

    zzzz

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    SEGMENTAL CONSTRUCTION DETAILS

    17COMPLETED BRIDGE

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    CLOSING REMARKS & QUESTIONS

    Site Location Corridor

    Timeline for Development of Segment K

    Project Team Site Plan Bridges to be Designed in Segmental

    Segmental Design

    Project Specific Design Features

    Segmental Construction Details

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    QUESTIONS

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    Durk Krone, P.E., PrincipalTRC Engineers, Inc.

    8550 United Plaza Boulevard, Suite 502

    Baton Rouge, LA 70809

    [email protected]

    T: 225.216.7483

    Follow us LinkedIn Twitterwww.trcsolutions.com

    Craig Finley, Jr., P.E., PrincipalFinley Engineering Group, Inc.

    1589 Metropolitan Boulevard

    Tallahassee, FL 32308-3776

    [email protected]

    T: 850.894.1600

    Follow Us Like Us

    www.finleyengineeringgroup.com

    Speaker Information

    http://www.linkedin.com/company/7886http://twitter.com/TRC_Companieshttp://www.trcsolutions.com/http://www.linkedin.com/company/2478743http://www.facebook.com/pages/Finley-Engineering-Group-Inc-FINLEY/105667859557110http://www.finleyengineeringgroup.com/http://www.linkedin.com/company/2478743http://www.linkedin.com/company/2478743http://www.facebook.com/pages/Finley-Engineering-Group-Inc-FINLEY/105667859557110http://www.finleyengineeringgroup.com/http://www.finleyengineeringgroup.com/http://www.facebook.com/pages/Finley-Engineering-Group-Inc-FINLEY/105667859557110http://www.linkedin.com/company/2478743http://www.trcsolutions.com/http://twitter.com/TRC_Companieshttp://www.linkedin.com/company/7886