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Topics for Breakout Sessions

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Replace a 255' x 24' Open Spandrel Concrete Arch with a 230' x 64' Partial Thru Steel Arch ... Replaced with an Open Spandrel Bridge with Decorative Railings, ... – PowerPoint PPT presentation

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Title: Topics for Breakout Sessions


1
Topics for Breakout Sessions
  • Ahmad Abu-Hawash
  • Office of Bridges and Structures
  • Iowa Department of Transportation

Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
2
Session Objectives
  • Explore opportunities, identify obstacles, and
    propose action to implement ABC for three
    critical Iowa projects.
  • Examine design details for prefabricated bridge
    components that have been used in Iowa.

3
Breakout Sessions
Project Experts
  • Broadway Viaduct (Team 1)
  • Steve Kathol, Schemmer
  • Iowa Falls Steel Arch (Team 2)
  • Hussein Khalil, HDR
  • I-80 over Walnut Creek (Team 3)
  • Norm McDonald, Iowa DOT
  • Prefabricated Components Details (Team 4)
  • Jim Nelson, Iowa DOT

4
Breakout Sessions
Facilitators and Recorders
  • Broadway Viaduct (Team 1)
  • Facilitator Kelly Strong, Iowa State University
  • Recorder Sri Sritharan, Iowa State University
  • Iowa Falls Steel Arch (Team 2)
  • Facilitator Dennis Mertz, University of Delaware
  • Recorder Chuck Jahren, Iowa State University
  • I-80 over Walnut Creek (Team 3)
  • Facilitator Wayne Klaiber, Iowa State University
  • Recorder Brent Phares, Iowa State University
  • Prefabricated Components Details (Team 4)
  • Facilitator Mike Culmo, CME Associate
  • Recorder Matt Rouse, Iowa State University

5
US 6, Broadway Viaduct
Project Overview
  • Steve D. Kathol, P.E., S.E.

Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
6
Broadway Viaduct
7
US 6, Broadway Viaduct
Project Overview
8
US 6, Broadway Viaduct
Existing Viaduct
Existing viaduct built in 1955, 1394 x 64,
19-span steel I-beam plus cellular abutments
9
US 6, Broadway Viaduct
Traffic Phasing
10
US 6, Broadway Viaduct
Proposed Plan and Section
11
US 6, Broadway Viaduct
Construction Phasing
12
US 6, Broadway Viaduct
Construction Phasing
13
US 6, Broadway Viaduct
Construction Phasing
14
US 6, Broadway Viaduct
Construction Phasing
15
US 6, Broadway Viaduct
Construction Phasing
16
US 6, Broadway Viaduct
Bridge Cross-Section
17
Broadway Viaduct
Session Objectives
  • Identify accelerated construction methods to
    complete each stage in one construction season
  • Maintain two traffic lanes (staged construction)
  • Avoid construction vibration
  • Evaluate the use of light weight fill for
    approach fill

18
Iowa Falls Steel Arch
Project Overview
  • Hussein Khalil, P.E.

Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
19
Iowa Falls Steel ArchProject Location
20
Iowa Falls Steel Arch
Project Description
  • Replace a 255 x 24 Open Spandrel Concrete Arch
    with a 230 x 64 Partial Thru Steel Arch
  • Existing bridge and a nearby church are on the
    National Register of Historic Places
  • Difficult site conditions (vertical limestone
    banks)
  • Environmentally sensitive area
  • Existing sewer lines directly below the structure

21
Existing
Proposed
22
Iowa Falls Steel Arch
  • Limits of Construction

23
Iowa Falls Bridge
  • Typical Cross Section

12
24
Iowa Falls Steel Arch
Project Background
  • Need for Project
  • Existing Bridge is Structurally Deficient
  • No Practical Long Term Rehabilitation Options
  • Traffic Estimates
  • Year 2011 11,000 ADT with 8 Trucks
  • Year 2031 15,400 ADT with 8 Trucks

25
Iowa Falls Steel Arch
Project Background
  • Feasibility study alternatives considered
  • Single Span Steel Arch
  • Single Span concrete Deck Arch
  • Two Span Prestressed Girder Bridge
  • City of Iowa Falls and Historical Commission
    Requested the Bridge Be Replaced with an Open
    Spandrel Bridge with Decorative Railings,
    Walkways, and Lighting

26
Iowa Falls Steel Arch
Project Background
  • Special Considerations
  • St. Matthews by the Bridge Episcopal Church
    Listed in the National Register of Historic
    Places and Located about 20 West of the North
    End of the Bridge.
  • Construction Vibration Concerns.
  • Two Sanitary Sewer Lines
  • Recommended that These be Replaced and Relocated
    Prior to Bridge Construction
  • Dam Located Downstream of Bridge
  • May Allow Lowering Water Level to Facilitate Some
    Construction Activities with Approval from DNR

27
Iowa Falls Steel Arch
Session Objectives
  • Identify accelerated construction methods to
    complete removal and replacement in one
    construction season
  • Avoid demolition/construction related vibration
  • Protect existing sewer lines (debris not allowed
    to fall into the river)
  • Evaluate the use of temporary falsework or/and
    barges

28
I-80/I-35 over Walnut Creek
Project Overview
  • Norm McDonald, P.E.
  • Iowa Department of Transportation

Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
29
I-80 over Walnut Creek
30
I-80/I-35 over Walnut Creek
Project Description
  • Existing bridge 408-6 x variable continuous
    steel I-beam (57-3 end spans and 4_at_73-6
    interior spans)
  • Built in 1958 and widened twice in 1980s
  • Three EB/NB lanes plus exit ramp
  • Original deck (center lanes) is in need of
    replacement

31
I-80 over Walnut Creek
Proposed Staging
Stage I
32
I-80 over Walnut Creek
Proposed Staging
Stage II (Day Time)
33
I-80 over Walnut Creek
Proposed Staging
Stage II (Night Time)
34
I-80 over Walnut Creek
Session Objectives
  • Identify accelerated construction methods to
    replace the original deck (center lanes)
  • Maintain three traffic lanes during peak hours
  • Evaluate replacement options deck vs.
    superstructure
  • Existing shear connectors present a fatigue
    concern and may slow deck removal
  • Evaluate deck options precast vs. cast-in-place

35
Prefabricated Components Details
Overview
  • Jim Nelson, P.E.
  • Iowa Department of Transportation

Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
36
Prefabricated Components Details
Background
  • Details for construction using prefabricated
    components are important and must be
    constructible, cost effective and durable
  • Details include
  • Joints between precast panels
  • Post-tensioning ducts and anchorages
  • Connections between panels and girders (stud
    pockets)
  • Haunch construction
  • Box beam connections
  • Precast substructure connections

37
Prefabricated Components Details
Session Objectives
  • Identify details used for accelerated
    construction projects.
  • Evaluate best practices and optimization
    opportunities for details to accelerate
    construction, reduce cost and improve long term
    durability.

38
Connection Details Used in Iowa
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