Bearings and Beam Ends Jeff Naum Maine DOT. Bridge Nomenclature.

Slides:



Advertisements
Similar presentations
Potential Solutions Goals for Design – What are we concerned about? –Primary Goal: Get the deck on successfully Stability during deck pour Stability during.
Advertisements

Chapter-2 Parts of Steel Bridge.
Dr. Shahzad Rahman NWFP University of Engg & Technology, Peshawar
BRIDGE CONSTRUCTION INSPECTOR Practice Questions Next.
Chapter 13 Bearing.
Findings from On-site Inspection (Rt 202/US Rt 23 BRIDGE)
MDOT ACTT Workshop Structures I-94 From I-96 to East of Connor Participants Steve Stroh, URS Corp Vijay Chandra, Parson Brinckerhoff Raj Ailaney, FHWA.
Bridge Engineering (6) Superstructure – Concrete Bridges
Chapter 34 Bridge Construction.
POWERPOINT PRESENTATION
3 June Rapid Replacement of the Hood Canal Bridge Approach Spans Joseph Merth, P.E. Bridge Design Engineer 3 June 2008.
Chesapeake City Bridge Crack Study
1 WELCOME TO PRE-PROPOSAL CONFERENCE ON RFP FOR REI SERVICES CONTRACT HBCR00A FOR COMPONENT REHABILITATION OF TWELVE BRIDGES CITYWIDE NYC DEPARTMENT OF.
Reconstruction of the Eads Bridge Highway Deck
Foundation Systems.
Bridge Vulnerabilities Oct What puts bridges at risk? Ability to withstand seismic forces and displacements.
Montana Truss Rehabilitation Projects Lozeau Bridge over the Clark Fork Dearborn River High Bridge Van Buren Street over the Clark Fork.
Shear - Tensile - Compression Stresses Slip Ted 126 Spring 2007.
Chapter 19 Floors.
Damage Illustrations. Potential Bridge Damage Bridge Component / DamagePossible Cause Approach Slab or Pavement  Raised, lowered, cracked, or buckled.
Bridge Maintenance and Repair.
“Build Smart”.  Thailand needs to build smarter bridges. – Protect the People using them. – Save money from having to rebuild them.
Bridge Structure Types and Components. BRIDGE STRUCTURE TYPES AND COMPONENTS TECHNICAL STANDARDS BRANCH INTRODUCTION TO BRIDGES TRANSPORTATION Slide 2.
Bridge Rehabilitation W Interstate 290 over CSX Railroad and 4 City Streets I-290 Viaduct Reconstruction.
SELECTION AND INSTALLATION OF BRIDGE EXPANSION JOINTS
Public Information Meeting Rehabilitation of Bridge No Flat Rock Hill Road over I-95 Old Lyme, Connecticut Rehabilitation of Bridge No Flat.
By PARIKH KALPESH. Overview Introduction Structural evaluation of the bridge deck, girders, abutment, and piers Recommended non destructive tests Short.
By: Chris Kennedy, Phil Lagger , Jon Lockie, Chad Pietkowski and Joe Wcislak Campus Bridge Project.
Superstructure Replacement Substructure Repair Rehabilitation of I-95 Bridges 11 Bridges Along I-95 Corridor
Hays Street Bridge Rehabilitation Patrick Sparks, P.E. Approaches to Historic Bridge Rehabilitation Case Study #1 1.
Office of Highway Safety Bridge Inspections Dan Walsh.
Bridge Engineering (5) Substructure – Abutments and Piers
MAE CENTER RESEARCH SUCCESS WITH DOTs Past and Future Neil M. Hawkins - Professor Emeritus University of Illinois MAE Center Annual Meeting With.
Foundation Systems Unit 11. Types of Foundations Pilings Continuous Grade Beam.
It doesn’t matter what the subject is; once you’ve learnt how to study, you can do anything you want.
Daire McCormack Natasha Brady Peadar Barrett.  Constructed in 1928 and spanned the Ohio River between Point Pleasant, West Virginia and Kanauga, Ohio.
Overview of New Practices & Policy Skewed Bridges.
Engineers and bridges. Just the facts The four main factors are used in describing a bridge. By combining these terms one may give a general description.
Bridge Engineering (2) Bridge Forms 1. *Introduction 1.1 Beam bridges (Dongming YR Brdg)Dongming YR Brdg 1.2 Arch BridgesArch Bridges 1.3 Cable-supported.
. Client: City of Pittsburgh, Brighton Heights Community Objectives : Develop a pedestrian/bicycle bridge reconnecting Brighton Heights to Riverview park.
Typical Bridge Components
Vulnerable Structural Elements
Chapter-2 Parts of Steel Bridge. contents Bearings Horizontal and transversal wind bracing Classification of bridges.
P3 (Preventive Pile Protection)
Level II Inspection.
Investigation of the Effects of End Region Deterioration in Precast, Prestressed Concrete Bridge Girders Royce Floyd, Cameron Murray, Darion Mayhorn DONALD.
Concrete Bridge Decks Large Percentage of All Bridge Decks (over 90%)
Introduction Signing for Interchanges Naming Convention
Engineering Terms Bridge Unit.
Approaches to Historic Bridge Rehabilitation Case Study #3
Introduction to Bridge INspection
Structural Considerations for Bridges
Repair of Steel Beam/Girder Ends with Ultra High Strength Concrete
ProtoDUNE – DSS Installation, Alignment and QA
Design the fixed and free end cantilever abutments to the 20m span deck shown to carry Load Model 1 and vehicles SV80, SV100 and SV196 for Load Model 3.
Seismic Design Impact to
Ness Bridge Construction
INTEGRAL BRIDGES Guided by: Dipu.V.S Lecturer Civil Engg Dept
Chapter 5: Substructure
Chapter-2 Parts of Steel Bridges.
By T.G.N.C.VAMSI KRISHNA. 171FB M.tech – Civil.
Board of Commissioners Meeting
Physical-Model-Based Data Interpretation
Are We Abandoning Bridges with Remaining Life?
Technology and Engineering
Narrows Bridge - Perth Concrete Repair Works
Protective surface finishes
Post Seismic Bridge Inspection
Post Seismic Bridge Inspection
Unit 6 Structural Members © 2006 ITT Educational Services Inc.
Presentation transcript:

Bearings and Beam Ends Jeff Naum Maine DOT

Bridge Nomenclature

Bearings BEARINGS BEARINGS Components that transfer weight from beams to abutments and piersComponents that transfer weight from beams to abutments and piers BEAM ENDS BEAM ENDS Ends of beams and girders often over a bearingEnds of beams and girders often over a bearing

Bearings at Abutments

At Abutments and Piers

One Row of Bearings

Two Rows of Bearings

Bearings – Functions Transmit loads from superstructure to substructure Transmit loads from superstructure to substructure Allow rotation caused by loading Allow rotation caused by loading Allow movements caused by thermal expansion and contraction Allow movements caused by thermal expansion and contraction

Bearings – Functions

Main Categories Expansion Bearings Expansion Bearings Allow thermal movementsAllow thermal movements Steel Bridges = 1 ¼” per 100 ftSteel Bridges = 1 ¼” per 100 ft Concrete Bridges = 1” per 100 ftConcrete Bridges = 1” per 100 ft Fixed Bearings Fixed Bearings Restrains movementsRestrains movements

Fixed Bearing

Expansion Bearing

Bearing Components

Types of Bearings Chosen based on: Chosen based on: Length of spanLength of span SkewSkew CostCost

Sliding Plate Bearings

Rocker Bearing

Elastomeric Bearings

Pot Bearings

Damage and Deterioration Caused by leaking joint from above Caused by leaking joint from above Reduced by preservative actions Reduced by preservative actions Rate of Deterioration increased if not cleaned Rate of Deterioration increased if not cleaned

Pin Wear

Anchor Bolt

Beam End Corrosion

Pedestal Damage

Repairs May be necessary if capacity is compromised May be necessary if capacity is compromised Costly Costly Have other tasks that could be doing Have other tasks that could be doing

Block Up

Refurbish Bearings

Jacking Up Bearings

New Sharon – Sandy River

Structural Rehabilitation

Old Town – Stillwater #2

Preservation Essential in getting the most life out of bridges Essential in getting the most life out of bridges Easy to do Easy to do Relatively inexpensive Relatively inexpensive Starts with sealing the joint Starts with sealing the joint

Bridge Cleaning and Washing

Fluid Film

Paint

West Gardiner - Tappan

Paint Weathering Steel