Title: Topics for Breakout Sessions
1Topics 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
2Session 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.
3Breakout 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
4Breakout 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
5US 6, Broadway Viaduct
Project Overview
- Steve D. Kathol, P.E., S.E.
Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
6Broadway Viaduct
7US 6, Broadway Viaduct
Project Overview
8US 6, Broadway Viaduct
Existing Viaduct
Existing viaduct built in 1955, 1394 x 64,
19-span steel I-beam plus cellular abutments
9US 6, Broadway Viaduct
Traffic Phasing
10US 6, Broadway Viaduct
Proposed Plan and Section
11US 6, Broadway Viaduct
Construction Phasing
12US 6, Broadway Viaduct
Construction Phasing
13US 6, Broadway Viaduct
Construction Phasing
14US 6, Broadway Viaduct
Construction Phasing
15US 6, Broadway Viaduct
Construction Phasing
16US 6, Broadway Viaduct
Bridge Cross-Section
17Broadway 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
18Iowa Falls Steel Arch
Project Overview
Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
19Iowa Falls Steel ArchProject Location
20Iowa 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
21Existing
Proposed
22Iowa Falls Steel Arch
23Iowa Falls Bridge
12
24Iowa 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
25Iowa 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
26Iowa 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
27Iowa 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
28I-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
29I-80 over Walnut Creek
30I-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
31I-80 over Walnut Creek
Proposed Staging
Stage I
32I-80 over Walnut Creek
Proposed Staging
Stage II (Day Time)
33I-80 over Walnut Creek
Proposed Staging
Stage II (Night Time)
34I-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
35Prefabricated Components Details
Overview
- Jim Nelson, P.E.
- Iowa Department of Transportation
Iowa ABC Workshop, August 11-12, 2008 Des
Moines, Iowa
36Prefabricated 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
37Prefabricated 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.
38Connection Details Used in Iowa