s4_ladotd bridge design manual update_ltc2013

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    LADOTD Bridge Design and

    Evaluation Manual (BDEM)Development Update

    Zhengzheng Jenny Fu, P.E.

    Assistant Bridge Design AdministratorLADOTD

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    Outline

    Organization of BDEM

    Status

    Schedule

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    Organization of BDEM

    Part I Policies and Procedures

    Part II Design Specifications (Supplement

    AASHTO Specifications)Volume 1 - Bridge Design

    Volume 2 - Movable Bridge Design

    Volume 3 - Structural Supports for PermanentHighway Signs and High Mast Lighting

    Volume 4 - Highway Safety

    Volume 5 - Bridge Evaluation/Rating

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    Status

    Major policies have been issued through BridgeDesign Technical Memoranda (BDTMs)

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    Status - Part I(Policies and Procedures)

    BDTM.37 Bridge Design Section Policy onQC/QA

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    QC/QA Background

    8/1/ 2007 Collapse of I-35W Bridge in MN

    11/14/2008 NTSB Findings

    Failure of the Gusset Plates at U10 Node Design/Plan Error

    Insufficient QC/QA Procedures (Bridge Design Firm,

    FHWA, and State)NTSB made recommendations to FHWA/AASHTO toestablish a bridge design QC/QA program to be used by theStates and other bridge owners

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    QC/QA Background

    7/17/2009 NCHRP 20-86/US Domestic Scan 09-01Best Practices In Quality Control and Quality Assurance inDesign (final report published on 7/2011)

    8/2011 FHWA/AASHTO Guidance on QC/QA in BridgeDesign in Response to NTSB Recommendations

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    QC/QA Background

    9/26/2011 FHWA Memo Requested States toImplement the Guidance

    Step 1:Evaluate existing QC/QA Program for Consultant

    Projects and In-House Projects

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    QC/QA Background

    2%

    2%

    23%

    30%

    23%

    30%

    47%

    47%4%

    4%

    National Survey from NCHRP 20-86 for Consultant Projects

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    QC/QA Background

    Step 2: Develop a Bridge Design QC/QA Policy for FHWAsApproval

    Step 3: Publish the QC/QA Policy and Provide Training to

    Consultants and In-House Staff

    Step 4: Monitor the Implementation and Perform Audit

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    QC/QA Policy Overview

    10/30/2012 LADOTD published Bridge Design SectionQC/QA Policy (BDTM.37)

    Consultant/Design-Build Projects

    In-House Projects/Standards/Software

    All Design Activities in design stage and construction

    support stage

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    QC/QA Policy Overview

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    QC/QA Policy Overview

    QC/QA Definitions in Bridge Design

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    QC/QA Policy Overview

    Quality People

    Effective QC/QA Process and Checklists

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    Designer/Detailer

    Checker

    Reviewer

    QC/QA Policy Overview

    QC

    QA

    EOR Seals Calculations and Plans

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    QC/QA Policy Overview

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    QC/QA Policy Overview

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    QC/QA Policy Overview

    Consultant/Design-Build Projects

    Effective 11/1/2012 a new QC/QA Statement is included in theadvertisement and contract for all bridge design projects

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    QC/QA Policy Overview

    Responsibilities of LADOTD Bridge Task Managerfor a Consultant/Design-Build Project

    Prepare Scope of Work/Man-Hour Estimate/Min.Personnel Requirement/Project EvaluationCriteria/Review Advertisement

    Evaluate SF24-102 and QC/QA Plan Document

    Initiate a Bridge Design Kick-Off Meeting to Meet KeyDesign Team Members and Discuss Project Expectations

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    QC/QA Policy Overview

    Responsibilities of LADOTD Bridge Task Managerfor a Consultant/Design-Build Project

    Review and Approve Project Design Criteria

    Cursory Review (Not QC/QA) of Project Submittals andMonitor the Implementation of QC/QA Document

    Perform Consultant Rating for All Major ProjectSubmittals

    Archive Bridge Design Files

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    Status - Part II(Design Specifications)

    Volume 1 - Bridge Design (75%)

    Volume 2 - Movable Bridge Design (90%)

    Volume 3 - Structural Supports for PermanentHighway Signs and High Mast Lighting(To be started)

    Volume 4 - Highway Safety (To be started)Volume 5 - Bridge Evaluation/Rating (30%)

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    Highlights in Vol. 1

    LADV-11 (BDTM.28.1)

    LADV-11 = Magnification Factor x HL-93

    Louisiana WIM Study and NCHRP 12-83

    As-Designed Rating (BDTM.29)

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    Highlights in Vol. 1

    Louisiana Seismic Design Information Table

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    Highlights in Vol. 1

    Durability for Concrete Structures

    New Structural Concrete Classes with

    Permeability/Surface Resistivity Requirements andCuring Requirements

    Black Reinforcement with Minimum ConcreteCovers

    Control Crack Width with Distribution ofReinforcement (Apply Class 2 exposure factor for structures incoastal zone or exposed to deicing salt.)

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    Highlights in Vol. 1

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    Highlights in Vol. 1

    LG Girders

    Link Slab (Provide continuous deck, but eliminatethe girder continuity)

    Intermediate Diaphragms Wave parameters for the design of all coastal

    bridges (LTRC research project)

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    Schedule

    Phase I - 7/2013

    Part I QC/QA Policy

    Part II Vol. 1 - Bridge DesignVol. 2 - Movable Bridge Design

    Phase II - Continue Updates

    Part I Policies (under development)Part II Vol. 3 5

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