Factors to Consider for Preserving Bearing Assemblies and Expansion Joint Systems

Similar documents
Deck Joints and Bearings

Wabo Modular STM and D Series Large movement expansion joint system

Introduction To Bridge Joints. Part of The Bridge College Presentations

Wabo Crete StripSeal Parking Series Armored joint and elastomeric concrete expansion joint system

Design strategies for the future

ISBN Verlag Ernst & Sohn - Berlin. Preliminary remarks... VI. 1 Introduction...1

Dornsife, R.J. "Expansion Joints." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000

Fosroc ETIC Solutions for Bearings and Expansion Joints. constructive solutions

In Service Replacement of Box Girder Bottom Slab

Specialty Expansion Joint Systems

Critical Structures Construction Issues

New Construction Expansion Joint Systems

Dual Purpose. Sustainable. Sound Attenuation

BakeMax Dough Mini Moulder BMMDM02

DeckFast DAYTONSUPERIOR.COM FORMING. Shoring System

Expansion joints for ever longer, lighter bridges

THE EXPANSION JOINTS AND BEARINGS OF THE PORT MANN BRIDGE, VANCOUVER, CANADA

October BC MoTI

HIGH PERFORMANCE REINFORCEMENT PRODUCTS. Product Catalogue.

Bridge Deck Preservation Treatment Options

Performance of Concrete Bridge Deck Joints

Design of Steel-Concrete Composite Bridges

PRECAST CONCRETE CONNECTIONS - US PRACTICE

Application Study on Elastomer Expansion Joint in Heavy Haul Railway

Cable-Stayed Bridges. PTI Recommendations for Stay Cable Design, Testing and Installation

Conergy SolarFamulus II

Route 360 Inverted T-beams. Carin Roberts-Wollmann Virginia Tech Tommy Cousins Clemson University Fatmir Menkulasi Louisiana Tech

TECHNICAL SPECIAL PROVISION FOR CONCRETE REPAIRS. Financial Project ID , &

NOVEMBER 2017 LRFD BRIDGE DESIGN 14-1

Installation Guidelines for Flygt Pumps Pump Anchoring Recommendations

SECTION EXPANSION CONTROL

COMPRESSORS CB /07

* technical applications of rubbers and platics

SEM EXPANSION JOINTS.

Management of Half Joints in RTA Bridges Amie Nicholas, Project Engineer, NSW Roads and Traffic Authority

Silicoflex J O I N T S E A L I N G S Y S T E M. R.J. Watson, Inc. Bridge & Structural Engineered Systems

Integrated Pest Management Program Department of Plant Science and Landscape Architecture UConn Extension

Installing DELTABEAM. Installation of DELTABEAM. Deliveries. Storage on-site

Evaluation and Repair of Existing Post- Tensioned Buildings with Paper Wrapped Tendons Experiencing Corrosion Damage

FRACTURE CRITICAL BRIDGE INSPECTION

COMPRESSION SEAL EXPANSION JOINT SYSTEM ( IRC:SP:69:2005 & MORTH Interior specification )

Supporting economical bridge construction the central hinge bearings of the 2 nd Shitalakshya Bridge

D D TYPE A1, A2 & B MICHIGAN DEPARTMENT OF TRANSPORTATION 5-40 CONNECTION. L4" x 4" x 3/8" Brace. C8 x 4.25 Strut. WT9 x 17.5.

Design and Construction of the SH58 Ramp A Flyover Bridge over IH70. Gregg A. Reese, PE, CE, Summit Engineering Group, Inc.

DURA-BLOK Rooftop Supports

MIDAS Training Series

The bridge over the Georges River at Alfords Point has been duplicated with a new incrementally launched bridge.

BRIDGE PREVENTIVE MAINTENANCE STRATEGY FOR ERIE-NIAGARA LOCAL BRIDGE OWNERS

DESIGN (SUBSTRUCTURES AND SPECIAL STRUCTURES), MATERIALS AND COMPONENTS PART 7 BA 26/94 EXPANSION JOINTS FOR USE IN HIGHWAY BRIDGE DECKS SUMMARY

Single Post Anchor Part Number Spectrum Lane ~ Missoula MT ~

Proposed Modifications to the LRFD Design of U-Beam Bearings

Slab Bridge Designer 2.1 Help: Example Analysis

Continuous for Live Load: A Texas Historical Perspective

GUIDELINES FOR ROAD DESIGN, CONSTRUCTION, MAINTENANCE AND SUPERVISION

Modular Expansion Joint System

BRIDGE CONSTRUCTION USING SELF-PROPELLED MODULAR TRANSPORTERS (SPMT)

SECTION PERSONNEL DUTY LOCKERS. 1. FPPL Series Police Personnel Duty Lockers, including the following:

NDT in Grouted PT Inspection for Bridges

SECTION MECHANICAL SPECIFICATION GRIT COLLECTION EQUIPMENT

De Montfort Mark 7 Incinerator (Flatpack)

JULY 2014 LRFD BRIDGE DESIGN 5-1

HIGH SEAL ULF Live Loaded Packing System

SIBLEY POND DESIGN-BUILD BRIDGE REPLACEMENT PROJECT ROUTE 2, CANAAN/PITTSFIELD, MAINE

Bridge articulation No. 1.04

High Performance Thread Rolling Screw for Metal

A. The extent of extruded aluminum walkway covers is shown on the Drawings and as specified herein.

GLOBALGRID TM Translucent Decking

DURABILITY DESIGN OF BRIDGES FOR SPECIFIED SERVICE LIFE

A PRODUCT FROM KANTAFLEX (INDIA) PVT LIMITED

LRFD Bridge Design Manual Changes

Hydraulic Dock Levelers

TECHNOLOGY FEATURES. Fast and Simple Installation. Low Stress Design. Maintenance Friendly. Large Movement Range. Temperature Insensitive.

PREFABRICATED STEEL TRUSS SPECIFICATIONS

mageba modular expansion joints the benchmark for large movements

Chapter 4 Bridge Program Drawings

Stay-Cable Replacement Design

1. Cast-in-place concrete is specified in Section

External post-tensioning of pier heads and bearing replacement of Hatirjheel bridge #4

APPLICATION GUIDE PERFORM WITH PRECISION

Selection of Option for Replacement of Major Bridge Expansion Joints

Fosroc Solutions for Bearings and Expansion Joints

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS

SUMMARY OF PAST EXPERIENCE AND STATE-OF-THE-PRACTICE IN THE DESIGN AND MAINTENANCE OF SMALL MOVEMENT EXPANSION JOINTS IN THE NORTHEAST

POLYGUARD RD-6 A FAIL SAFE PIPELINE COATING SYSTEM FOR REHABILITATION OR GIRTH WELDS ON CATHODICALLY PROTECTED PIPELINES

SPECIFICATIONS FOR ERECTION OF PRECAST PRESTRESSED CONCRETE GIRDERS

Originally Issued: 11/24/2010 Revised: 01/20/2017 Valid Through: 11/30/ Design

SECTION SEISMIC CONTROL OSHPD

Description. This work shall consist of furnishing materials and placement of modular block wall constructed in accordance with

INDUSTRIAL PIPE FITTINGS, LLC

LANE ENTERPRISES, INC. STANDARDS & SPECIFICATIONS

Effect of excessive cement in prestressed concrete girder

Carter Bridge to Brooks Street Design Build RFI Questions and Answers

Installation Instructions

Installation Procedure

INSPECTION OF FIELD WELDING

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Model: LoLander Series Truck Scale Model: LL FT Model: LL FT Installation, Set-Up and Operation Manual

Selection, installation and USage of HatcHeS

Installation Manual. Orion. TL-3 Steel Barrier. VHD (v2)

FATIGUE RESPONSE OF AN ULTRA-HIGH PERFORMANCE CONCRETE FIELD-CAST BRIDGE DECK CONNECTION

Transcription:

Factors to Consider for Preserving Bearing Assemblies and Expansion Joint Systems Mark Kaczinski, P.E. Western Bridge Preservation Partnership 2010 Annual Meeting December 1, 2010

Importance of Bearing & Expansion Joint Systems Joints & bearings are an important part of a bridge structural system Typically represent about 1 to 2% of total bridge cost Design and detailing not well understood by many bridge engineers Often criticized for poor performance

Importance of Bearing & Expansion Joint Systems Satisfactory long-term performance for expansion joints & bearings can be achieved through the following: 1. Select the correct system 2. Install properly 3. Follow maintenance guidelines

1. Select the Correct System

Selection of Bearing & Expansion Joint Systems Should be based on lowest life-cycle cost NOT lowest initial cost Often not true for small movement expansion joints Recent push towards use of soft joint systems Pick the most appropriate system given the load and/or movement requirements

Selection of Bearing & Expansion Joint Systems Incorporate durable materials in design and follow state-of-the-art specifications when available Current AASHTO pot bearing design requirements No aluminum expansion joints Fatigue designed modular expansion joints with rubber slide springs and bearings

2. Install Properly

Installation of Bearing & Expansion Joint Systems Starts with proper shipping and handling

Installation of Bearing Systems Avoid use of sledge hammer to position elastomeric bearings

Installation of Bearing Systems Do not disassemble bearings and keep PTFE protected from UV light and dust/debris

Installation of Bearing Systems Properly position expansion bearings based on temperature and/or expected shrinkage and creep

Installation of Bearing Systems Follow good construction practices

Installation of Expansion Joint Systems Typical problems: Concrete in support boxes of modular joints Poor concrete consolidation Poor detailing Wrong gap opening setting

Installation of Expansion Joint Systems Field splices required in staged construction or over-length joint assemblies Strip seal max length of 40 for SSPA shape Modular joint max length of +/- 53

Installation of Expansion Joint Proper blockout treatment: Systems Add transverse rebar and/or WWF over modular joint support boxes to reduce possibility of deck cracking Continue longitudinal deck rebar into blockout

Installation of Expansion Joint Systems Ensure that seal is properly locked into steel channels at time of installation

3. Follow Maintenance Guidelines

Maintenance of Bearing & Expansion Joint Systems A good maintenance program for expansion joints and bearings begins with a thorough inspection during the bi-annual bridge inspection Requires good access:

Maintenance/Inspection of Bearing Systems Loose/missing/bent anchor rods are common Rolled or walking elastomeric bearings should be reset

Maintenance/Inspection of Bearing Systems Severely worn or damaged PTFE/stainless steel sliding surfaces should be replaced

Maintenance/Inspection of Bearing Systems Some early (pre 1990 s) pot bearings experience leakage of elastomer. Problem solved with improved AASHTO code design provisions.

Maintenance/Inspection of Expansion Joint Systems Number 1 issue is lack of funding to properly clean joint seals or finger joint troughs of debris on annual basis

Maintenance/Inspection of Expansion Joint Systems Spalling or delamination of concrete in joint header area is a common problem Maintain cover and carefully consolidate concrete Consider use of non-cementitious materials

Maintenance/Inspection of Expansion Joint Systems Problems seen in modular expansion joints prior to fatigue and durability requirement included in AASHTO code: Fatigue damage at welded connections Deterioration of elastomeric elements

Maintenance/Inspection of Expansion Joint Systems Typical problems seen on finger joint systems: Failure of anchorage system or header concrete Loosening of bolts on large finger joints Fatigue or impact damage of finger plates

Summary Bearing assemblies and expansion joint systems can be expected to provide trouble free performance as long as they have been: Properly Selected Installed Correctly Maintained Thanks for your interest! Questions