Shrp2 project r04 bridge designs for abc
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SHRP2 Project R04 Bridge Designs for ABC. Bala Sivakumar HNTB Corp. FHWA P2P Exchange Aug. 2012 Boston. Phase I – Define ABC Challenges Phase II – Identify & Refine the Best ABC Technologies Phases III & IV – Standardize & Deploy ABC Phase V – Beta testing of ABC Toolkit by VAOT.

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SHRP2 Project R04 Bridge Designs for ABC

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Shrp2 project r04 bridge designs for abc

SHRP2 Project R04Bridge Designs for ABC

Bala Sivakumar

HNTB Corp.

FHWA P2P Exchange

Aug. 2012 Boston


Shrp2 project r04 bridge designs for abc

Phase I – Define ABC Challenges

Phase II – Identify & Refine the Best ABC Technologies

Phases III & IV – Standardize & Deploy ABC

Phase V – Beta testing of ABC Toolkit by VAOT

SHRP2 Project R04

PROJECT GOAL

To develop standardized approaches to designing, constructing, and reusing complete bridge systems that address rapid renewal needs


Shrp2 project r04 bridge designs for abc

SHRP2 Project R04

INNOVATIVE BRIDGE DESIGNS FOR RAPID RENEWAL

2008 -- 2013

HNTB (Prime)

Iowa State University

Structural Engineering Assoc.

Genesis Structures

Dr Monica Starnes, Senior Program Officer SHRP2


Shrp2 project r04 bridge designs for abc

ABC ELEMENTS & METHODS

Phase IV (2011-2013)

SHRP2 R04 -- Phases I, II, III

(2008 – 2011)


Shrp2 r04 abc toolkit

SHRP2 R04 ABC Toolkit

1

ABC STANDARD DESIGN CONCEPTS

2

ABC ERECTION CONCEPTS

3

ABC SAMPLE DESIGN CALCULATIONS

4

ABC DESIGN SPECIFICATIONS (LRFD)

ABC CONSTRUCTION SPECIFICATIONS

5

Expected Outcome: The designer, guided by the standard design concepts, details and the set of ABC design calculations will be better prepared to complete an ABC design for a routine bridge replacement project.


Abc standard design concepts

ABC Standard Design Concepts

GOALS:

Focus on conventional bridges

Complete bridges using prefabricated elements

Contractor could self-perform a lot of the work

Fabricate on site or in a plant and erect using conventional cranes

Fast assembly in the field in 1 to 2 weeks (Tier 3 or less)

Durable connections / durable bridges


Span ranges for superstructures

Span Ranges for Superstructures

  • Simple / continuous spans from 40 ft to 130 ft.

  • Simple for DL ; Continuous for LL ; No Open Joints

  • Plans are grouped in the following span ranges:

    • 40 ft to 70 ft

    • 70 ft to 100 ft

    • 100 ft to 130 ft.

  • Spans to 130 ftcan usually be transported and erected in one piece at many sites.

  • Weight < 200 Kips for erection using conventional cranes commonly used by contractors


Prefabricated decked beam elements

Prefabricated Decked Beam Elements

2 Lane bridge with shoulders shown – customize width for site

Deck Bulb Tees

Double Tees

Modular Decked Beams


Modular decked beams

Modular Decked Beams

  • Barrier can be precast

  • Barrier load on exterior module


Prestressed decked girders

Prestressed Decked Girders

Decked Bulb Tee

Span lengths from 40 ft to 130 ft

UT, WA, ID among states with DBT standards

Based on the PCI NEXT beam

Spans to 90 ft

Low depth alternative

Adjacent Double Tee


Prefabricated substructure elements

Prefabricated Substructure Elements

ABUTMENTS & WINGWALLS

  • Semi Integral Abutments

  • Integral Abutments

  • Inline or U type Wingwalls

  • Supported on Piles and Spread Footings

    PIERS

  • Precast Conventional Pier

  • Precast Straddle Bent

  • Drilled Shaft and Spread Footing Options


Integral and semi integral bridges for rapid renewal

Integral and Semi-Integral Bridges for Rapid Renewal

Well suited for ABC

They allow the joints to be moved beyond the bridge

Close tolerances required when utilizing expansion bearings and joints are eliminated

The backwallis precast with the deck.

Fast erection in 1 to 2 days, economical


Semi integral abutment suspended backwall

Semi-Integral AbutmentSuspended Backwall

  • H piles or spread footings

  • Fill pile pockets with SCC

  • Easy fit-up in the field


Precast piers

Precast Piers

  • Non-prestressed so contractor can self-perform precasting

  • Fast erection using grouted splice couplers

Conventional Pier

  • Deep foundation may be outside existing footprint

Straddle Bent


Abc connections

ABC Connections

Connections affect field assembly time.

Goal is rapid field assembly and long-term durability of joints

Also, flexural continuity between modules to emulate CIP construction

Connections affect seismic performance

REFERENCE: FHWA Connections Manual


Connections for abc

Connections for ABC

  • Ultra High Performance Concrete (UHPC) longitudinal & transverse joints between superstructure modules

  • Grouted splice couplers in piers replace the typical lap splice

  • Self Consolidating Concrete (SCC) pile connections and abutment to wingwall connections

    ……………………………………………………………………………………

  • Grouted cap pockets / grouted ducts for substructure connections (seismic)

  • Other rapid set concrete options may be used


Grouted splice coupler

Grouted Splice Coupler


Uhpc joints in bridge deck

UHPC Joints in Bridge Deck

  • Allows rapid construction. No post tensioning required

  • UHPC joints are typically 6 in wide. Good durability

  • Can be reinforced with hairpin bars or straight bars

(Longitudinal Joint.

Longitudinal steel not shown)


Shrp2 project r04 bridge designs for abc

Erection Concepts for Prefabricated Elements

Erection Concept Drawings

Erection using conventional cranes.

Erection using ABC construction technologies adapted from long span construction


Erection concepts for bridge replacement using cranes

Erection Concepts for Bridge Replacement Using Cranes

Short Single Span over Stream Cranes selected for 90 Kip pick

Longer Span over Roadway

Weight up to 200 kips


Erection with abc construction technologies

Erection with ABC Construction Technologies

  • Use ABC construction technologies where ground access for cranes below the bridge may be limited.

  • Conventional cranes with enough reach

  • ABC technologies that allow construction from above:

    • Above Deck Driven Carriers

    • Launched Temporary Bridge

    • Transverse Gantry Frames

    • Longitudinal Gantry Frames


Above deck driven carriers

Above Deck Driven Carriers

Allows fast rate of erection

Rides on existing bridge, new bridge(check capacity to support)

Ideal for bridges with many spans. long viaducts


Launched temporary bridge

Launched Temporary Bridge

  • Sites with limited ground access or long spans

  • Launched across or lifted over a span to act as a “temporary bridge”

  • Used to deliver the heavier modules without inducing large erection stresses.

  • Temp bridge can also support transverse gantry frames


Gantry frames

Gantry Frames

Transverse Gantry Frame

Longitudinal Gantry Frame


Shrp2 project r04 bridge designs for abc

ABC Design Specifications for LRFD

The LRFD Design Specifications do not explicitly deal with the unique aspects of large scale prefabrication

In some cases, the most extreme load case may occur during shipping and handling.

The work in SHRP2 R04 entailed the identification of any shortcomings in the current LRFD Bridge Design Specifications

Recommendations are provided for addressing these limitations.


Abc sample design calculations

ABC Sample Design Calculations

  • Three ABC design examples for prefabricated systems in the toolkit:

    • Modular Decked Beams

    • Decked Precast Prestressed Girder

    • Precast Pier

  • Design Criteria:

    • AASHTO LRFD (5th Edition)

    • Supplemental ABC criteria

The design examples provide guidance on the overall structural design of bridge components for ABC


Lrfd for abc design

LRFD for ABC Design

The design of most ABC elements and systems follows traditional LRFD design specifications.

Design the ABC elements and the completed structure using all applicable LRFD Limit States

Additional requirements apply for ABC connections, lifting and moving of prefabricated elements and modules.


Decked steel girder design for abc

Decked Steel Girder Design for ABC

  • Three Stages for Design

    Prefabrication Stage (many support options)

    • Load Case 1 = Dead load on module steel section only

    • Load Case 2 = Dead load on module composite section

      Erection Stage (many lift options)

    • Load Case 3 = Modules are lifted into place

      Final Stage

    • Load Case 4 = Modules are assembled and made continuous

      • DL

      • FWS

      • LL + IM

      • Utilities


Shrp2 project r04 bridge designs for abc

ABC Construction Specifications

  • Recommended Special Requirements for ABC

  • Focus heavily on means and methods requirements for rapid construction.

    Proposed Section in LRFD Construction Specifications

    XX.1 GENERAL

    XX.2 RESPONSIBILITIES

    XX.3 MATERIALS

    XX.4 FABRICATION

    XX.5 SUBMITTALS

    XX.6 QUALITY ASSURANCE

    XX.7 Handling, Storing, and Transportation

    XX.8 Geometry Control

    XX.9 Connections

    XX.10 ERECTION METHODS

    XX.11 ERECTION PROCEDURES


Shrp2 project r04 bridge designs for abc

First Demonstration Project Demonstrate Use of ABC Concepts Developed in SHRP2 R04Keg Creek Bridge, Iowa

  • Total prefabricated bridge

  • ABC design concepts & details developed in SHRP2 R04 Project were used with minimal customization for the site

  • 14 day ABC period

  • Opened Nov 1, 2011


Shrp2 r04 abc demonstration project 2 lateral slide nysdot

SHRP2 R04 ABC Demonstration Project #2Lateral Slide (NYSDOT)

2012/ 2013 Construction

Overnight replacement

I-84 EB & WB Bridges

over Dingle Ridge Road


Closing

Closing

New generation PBES for ABC are economical to construct and designed for durability

SHRP2 R04 ABC Toolkit and training materials will be available to provide guidance to those new to ABC and the use of PBES

SHRP2 R04 demonstration projects showcase the use of the Toolkit

SHRP2 R04 ABC Toolkit to be available soon

The time for ABC is now


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