Rahvusvaheline puitarhitektuuri konverents

Size: px
Start display at page:

Download "Rahvusvaheline puitarhitektuuri konverents"

Transcription

1 Experiences from Modern Timber Bridge Building Rahvusvaheline puitarhitektuuri konverents Tallinn Hauke Burkart NPRA Bridge Section

2 Topics Short history of modern Norwegian timber bridges Timber bridge design Examples on details Where timber bridges pay off

3 About myself Hauke Burkart Master in Structural Engineering Worked in the NPRA since 2009 Work on Timber Bridges: Instrumentation of moisture and bar forces Planning, design and quality Assurance Inspection, service and maintenance

4 Modern Norwegian Timber Bridges Currently 190 timber bridges in traffic 100 pedestrian bridges 80 road bridges Bridge length vs year built

5 Modern Norwegian Timber Bridges Evenstad Bridge m long, 5 equal spans of 36 m Traffic loads Slotted plates

6 Modern Norwegian Timber Bridges Evenstad Bridge m long, 5 equal spans of 36 m Traffic loads Slotted plates Design was probably better before

7 (Modern) Norwegian Timber Bridges Tolga Bridge 1859

8 Modern Norwegian Timber Bridges What has influenced the design? Cost effective measurements Concrete engineers and concrete bridges Newer building methods without previous experience The thought that creosote makes everything work

9 Modern Norwegian Timber Bridges (Concrete) Timber Bridges

10 Modern Norwegian Timber Bridges (Concrete) Timber Bridges

11 Timber Bridge design The Pyramid!

12 The Inverted Pyramid!

13 The Inverted Pyramid!

14 The Inverted Pyramid House Photo: Matthew Bronski / Durable Design: Lessons from Historic Wood Structures

15 Carpenters building bridges? Photo: unknown/google search

16 Abutment design Current abutment design quite different from traditional concrete abutments

17 Abutment design

18 Abutment design

19 Abutment design

20 Abutment design

21 Abutment design, do we know it will work?

22 Abutment design Opening probably large enough to self-clean Edge sill should be somewhat longer, but is beyond end of deck Stainless steel flashing beyond end of deck Concrete nose Crossbeam shorter than bridge deck Stainless steel flashing between concrete and timber

23 Abutment design Simplified solutions, works with roof structures

24 Abutment design As long as the concrete is dry -> no problem White wood + wet concrete -> not good Use granite instead? Non-Horizontal surface

25 Abutment design

26 Abutment design

27 Vegetation Good stone pitching important

28 Cross-beams close to abutment Difficult Possible Simple

29 Cross-Beams

30 Cross-Beams

31 Bracing

32 Bracing / screwed plates

33 Hand rail Flashing damaged by snow ploughing equipment

34 Timber and Parapets

35 Timber and Parapets

36 Timber and Parapets

37 Don t be fanatic about timber

38 Possible to discuss robustness of timber structures instead of durability of timber as a material? Edge sill Membrane Asphalt Bridge deck Screws Parapet

39 Saftey Barriers? 1. Barrier 2. Barrier 3. Barrier

40 Stabekk Pedestrian Bridge 2016

41 Where Timber Bridges pay off Bridges built on existing foundations

42 Where Timber Bridges pay off Bridges built on existing foundations

43 Where Timber Bridges pay off Bridges moved or to be taken down and stored

44 Where Timber Bridges pay off Traffic safety enhancement

45 Where Timber Bridges pay off Short erection time Especially railway crossings

46

47 Thank you for your attention!

Four simply supported steel plate girders (appear to be an old railcar).

Four simply supported steel plate girders (appear to be an old railcar). BRIDGE INSPECTION BRIDGE NO./NAME N4-005: Akolkolex Crawford FSR (19.0 km) Inspection Date: September 22 nd, 2012 Inspected By: M. Hanson, R. Veitch Year Built: 1982 Number of Spans: 1 Span Lengths: Superstructure

More information

Design of Picton Railway Overbridge for Mine Subsidence

Design of Picton Railway Overbridge for Mine Subsidence Design of Picton Railway Overbridge for Mine Subsidence Geraint Jones Long Bai Small Bridges Conference 24 November 2015 Introduction - Presentation Structure >Project Background >Longwall Mining >Location

More information

Winona Bridge Visual Quality Review Committee

Winona Bridge Visual Quality Review Committee Winona Bridge Visual Quality Review Committee Summary of Preferred Features October 7, 2014 Creating Bridges As Art 1 Summary of Preferred Features Based on Visual Quality Review Committee Final Design

More information

Conditional assessment of Kiri Bridge in Shkoder, Albania

Conditional assessment of Kiri Bridge in Shkoder, Albania Conditional assessment of Kiri Bridge in Shkoder, Albania Gentian Rexhaj 1, Enea Mustafaraj 2 1 2 Department of Civil Engineering, Epoka University, Albania 2 Department of Civil Engineering, Epoka University,

More information

Executive Summary RPT-GEN November 28. Bridge No Quartz Creek Bridge Inspection Report

Executive Summary RPT-GEN November 28. Bridge No Quartz Creek Bridge Inspection Report Executive Summary The No. 01607 carries the Trans-Canada Highway over Quartz Creek, approximately 45 km northwest of Golden, BC. As part of an Enhanced Bridge Inspection Program, the BC Ministry of Transportation

More information

Ahmed Mongi, M.S., P.E. Engineering Division

Ahmed Mongi, M.S., P.E. Engineering Division 1 Ahmed Mongi, M.S., P.E. Engineering Division 2 Honey Creek Bridge Completed in 2006 at a cost of $2.6 Million Precast pier caps and abutments. 3 Honey Creek Bridge Bridge closed for 60 days Simple span

More information

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 4992 CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,

More information

OVER US 6 LATERAL BRIDGE SLIDE: I-75

OVER US 6 LATERAL BRIDGE SLIDE: I-75 LATERAL BRIDGE SLIDE: I-75 OVER US 6 Bob Beasley, PE, Ohio Bridge Manager, Arcadis U.S., Inc. Todd Lezon, Regional Manager, Kokosing Construction Company, Inc. November 4, 2016 1 Agenda Design Bob Beasley,

More information

1 Study the drawings and the installation. 2 Ensure that you have the correct components. 3 Follow the manufacturer s instructions

1 Study the drawings and the installation. 2 Ensure that you have the correct components. 3 Follow the manufacturer s instructions 1 Study the drawings and the installation plan ahead of time. Consider laying the components out in the approximate order in which they will be installed. This will help workers become familiar with the

More information

Modular Steel Bridges. Stark County Fischer Bridge Bottineau County Oak Creek Bridge

Modular Steel Bridges. Stark County Fischer Bridge Bottineau County Oak Creek Bridge Modular Steel Bridges Stark County Fischer Bridge Bottineau County Oak Creek Bridge This John Deere grain hauler was too heavy for the bridge. OOPS! An excavator and tow truck are needed to remove the

More information

ACCELERATED BRIDGE CONSTRUCTION PROJECT: THE REPLACEMENT OF MD 362 OVER MONIE CREEK

ACCELERATED BRIDGE CONSTRUCTION PROJECT: THE REPLACEMENT OF MD 362 OVER MONIE CREEK ACCELERATED BRIDGE CONSTRUCTION PROJECT: THE REPLACEMENT OF MD 362 OVER MONIE CREEK Joseph Navarra, P.E, Maryland State Highway Administration, 410-545-8315, jnavarra@sha.state.md.us ABSTRACT The MDSHA

More information

2011 BRIDGE INSPECTION REPORT

2011 BRIDGE INSPECTION REPORT 2011 BRIDGE INSPECTION REPORT BYRD PARK PUMP STATION BRIDGE OVER KANAWHA CANAL April 2011 FINAL December 2011 Looking - from Abutment B to Abutment A Prepared by: WHITMAN, REQUARDT, & ASSOCIATES, LLP 9030

More information

Integral Bridge Design. Integral Bridge Design. in Midas Civil. Midas UK

Integral Bridge Design. Integral Bridge Design. in Midas Civil. Midas UK Integral Bridge Design in Midas Civil Midas UK Contents Types of Integral Bridges Why Integral Construction? Do we need Construction Stage Analysis for Integral Bridges? Soil-Structure Interaction at abutments

More information

VIRGINIA DEPARTMENT OF TRANSPORTATION NORTHERN VIRGINIA DISTRICT

VIRGINIA DEPARTMENT OF TRANSPORTATION NORTHERN VIRGINIA DISTRICT VIRGINIA DEPARTMENT OF TRANSPORTATION NORTHERN VIRGINIA DISTRICT STATE BRIDGE NO. 6081 CITY OR COUNTY 053 LOUDOUN TYPE OF BRIDGE REPORT: REGULAR INSPECTION JANUARY 2016 BRIDGE NAME: DIRECTION: FOREST MILLS

More information

Fort Goff Creek Bridge R04 ABC Project. Dorie Mellon, PE Structure Policy & Innovation Division of Engineering Services Caltrans May 20, 2015

Fort Goff Creek Bridge R04 ABC Project. Dorie Mellon, PE Structure Policy & Innovation Division of Engineering Services Caltrans May 20, 2015 Fort Goff Creek Bridge R04 ABC Project Dorie Mellon, PE Structure Policy & Innovation Division of Engineering Services Caltrans May 20, 2015 Fort Goff Creek Bridge Lead Adopter SHRP2 Solutions Innovative

More information

ACCELERATED BRIDGE REPLACEMENT

ACCELERATED BRIDGE REPLACEMENT Christopher Beck Chief Engineer: Bridge & Structures Northern Indiana Commuter Transportation District 601 North Roeske Avenue Michigan City, IN chris.beck@nictd.com Accelerated Bridge Replacement (ABR)

More information

DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA

DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA Brian Lord, Arup Pty Ltd, Australia ABSTRACT Arup was lead designer for Lend Lease on the Victoria Park Drive Modifications

More information

Rochester Bridge Trust Learning about Bridges

Rochester Bridge Trust Learning about Bridges Rochester Bridge Trust Learning about Bridges Let s learn about bridges! The Rochester Bridge Trust was founded in 1399 to provide a crossing over the River Medway in Kent. The Trust still provides free

More information

STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS

STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS Louis J. Ruzzi P.E., PennDOT District 11-0 Bridge Engineer John Myler, PennDOT Assistant Construction Engineer, District 11-0 Bala

More information

STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END

STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END by Zhengyu Liu Research Team: Zhengyu Liu, Graduate Research Student, Bridge Engineering Center, Iowa State University Brent M Phares, Director,

More information

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 89188 7 th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER OCTOBER 2, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,

More information

Webinar Q&A Documentation Slide In Bridge Construction (SIBC) Construction/Contractor Perspective March 6, 2014

Webinar Q&A Documentation Slide In Bridge Construction (SIBC) Construction/Contractor Perspective March 6, 2014 Updated: 5/15/14 1 What was driver for deciding to slide vs. roll? Overall weight? 2 1. Why the two different slide methods? 2. How much experience should your contractor have to perform the slide work?

More information

Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA

Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA IRFAN A. ALVI, P.E., Alvi Associates, Inc., Baltimore, MD IBC-02-25 KEYWORDS: box girder, counterweight abutment, curved girder, high-performance

More information

5 DAMAGE TO TRANSPORTATION FACILITIES

5 DAMAGE TO TRANSPORTATION FACILITIES 5 DAMAGE TO TRANSPORTATION FACILITIES In the Kocaeli, Turkey earthquake of August 17, 1999, extensive damage of transportation facilities occurred in the Kocaeli and Sakarya region, Turkey as shown in

More information

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 6 OVER A BRANCH OF THE CALDWELL CREEK DISTRICT 1 - KOOCHICHING COUNTY

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 6 OVER A BRANCH OF THE CALDWELL CREEK DISTRICT 1 - KOOCHICHING COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 36508 CSAH NO. 6 OVER A BRANCH OF THE CALDWELL CREEK DISTRICT 1 - KOOCHICHING COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS

More information

Technology. Reinforced Earth Wall Typical Section. Traffic Barrier. Roadway. Select Granular Material. Facing Panel Random Backfill.

Technology. Reinforced Earth Wall Typical Section. Traffic Barrier. Roadway. Select Granular Material. Facing Panel Random Backfill. Bridge Applications Technology The Reinforced Earth Company (RECo) offers a variety of bridge abutment and bridge crossing solutions, each are based on project specific requirements. Bridge abutments are

More information

Integral Abutment Bridge Design with Soil Structure Interaction

Integral Abutment Bridge Design with Soil Structure Interaction Integral Abutment Bridge Design with Soil Structure Interaction Thursday, May 11, 2017 3:00 PM 4:00 PM EST Speaker Engineer: Suthichai Saelim Project Location WESTBOROUGH Railroad HOPKINTON Project Location

More information

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7685 CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC. JOB

More information

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY

UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7883 CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,

More information

DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE

DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE Abstract S. Hassiotis M. ASCE Stevens Institute of Technology, Hoboken, N.J. 07030 sophia.hassiotis@stevens.edu An integral-abutment bridge

More information

Novel treatment technique

Novel treatment technique Final conference Zagreb, 27 th April 2018 TREAT How to choose the optimal rehabilitation technique Novel treatment technique Stanislav Lenart Slovenian National Building and Civil Engineering Institute

More information

IL 115 OVER GAR CREEK ACCELERATED BRIDGE REPLACEMENT. Chad Hodel, S.E., P.E. (WHKS) Stan Kaderbek, S.E., P.E. (Milhouse)

IL 115 OVER GAR CREEK ACCELERATED BRIDGE REPLACEMENT. Chad Hodel, S.E., P.E. (WHKS) Stan Kaderbek, S.E., P.E. (Milhouse) IL 115 OVER GAR CREEK ACCELERATED BRIDGE REPLACEMENT Chad Hodel, S.E., P.E. (WHKS) Stan Kaderbek, S.E., P.E. (Milhouse) AGENDA Project Overview and Need Design and Special Provisions Construction Engineering

More information

EQ s Programmable Tremor Table V0906 USER GUIDE

EQ s Programmable Tremor Table V0906 USER GUIDE EQ s Programmable Tremor Table 59680 V0906 USER GUIDE Introduction You now have the ideal tool for the equal testing of structures the EQ s Programmable Tremor Table. Like its predecessor, the Epicenter,

More information

CORRIENTE RESOURCES INC.

CORRIENTE RESOURCES INC. CORRIENTE RESOURCES INC. MIRADOR PROJECT Bridge Review from Site to Puerto Bolivar, Ecuador OVER20YEARSOF SERVICE ConsultantsInternational Inc. 1983-2003 1212-750West Pender Street Vancouver BritishColumbia

More information

Appendix C Guidelines for Design of Integral Abutments March 3, 2003

Appendix C Guidelines for Design of Integral Abutments March 3, 2003 These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT s and the UK Highways Agency. They provide guidance and outline the issues that need to be considered and should

More information

Introduction. Substructure Inspection and Rating. Introduction. Introduction 28/03/2017

Introduction. Substructure Inspection and Rating. Introduction. Introduction 28/03/2017 Introduction Substructure Inspection and Rating That portion of the bridge located below the bearings Abutments Piers Rated separately Purpose is to: Receive the loads from the superstructure Transfer

More information

Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri

Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri Adams et al. (2012), FHWA Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation

More information

COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES.

COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES. COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES Authors D. Nyborg, Research Physicist, TISEC Inc., Montreal;

More information

EAH 422 ADVANCED WATER RESOURCES ENGINEERING

EAH 422 ADVANCED WATER RESOURCES ENGINEERING EAH 422 ADVANCED WATER RESOURCES ENGINEERING Bridge Hydraulics Prof. Aminuddin Ab. Ghani References The Art And Science Of River Engineering Bridge Failure Pier scour Pier scour Pier scour Bridge Failure

More information

2007 Niigata Chuetsu-oki Earthquake, Field Reconnaissance Report

2007 Niigata Chuetsu-oki Earthquake, Field Reconnaissance Report Tokyo Institute of Technology, Japan Department of Civil Engineering, Kawashima Laboratory Address: -1-1, O-okayama, Meguro-ku, Tokyo, Japan, Zip code: 15-855 Assistant Professor: Gakuho Watanabe Master

More information

Colorado Street Bridge

Colorado Street Bridge Colorado Street Bridge Suicide Mitigation Proposals Public Safety Committee July 19, 2017 Colorado Bridge - History Construction Completed in 1913 Total Cost $235,000 1,486 feet in Total Length 2 Colorado

More information

Shifting the Canning Bus Bridge Sideways

Shifting the Canning Bus Bridge Sideways Shifting the Canning Bus Bridge Sideways Ros MacKinlay Design Engineer, Wyche Consulting SYNOPSIS The Perth Mandurah railway proposed in 2002 required the replacement of an existing Kwinana Freeway bus

More information

Analyses of State Highway Bridges Damaged in the Darfield and Christchurch Earthquakes

Analyses of State Highway Bridges Damaged in the Darfield and Christchurch Earthquakes Analyses of State Highway Bridges Damaged in the Darfield and Christchurch Earthquakes J. H. Wood John Wood Consulting, Lower Hutt. ABSTRACT: 2012 NZSEE Conference Twelve State Highway (SH) bridges subjected

More information

Emergency Bridge Stabilization at Mile Watrous Subdivision

Emergency Bridge Stabilization at Mile Watrous Subdivision Emergency Bridge Stabilization at Mile 189.70 Watrous Subdivision Christophe Deniaud, Ph.D., P.Eng. Bridge Engineer, CN 10004-104 Avenue Edmonton, Alberta, Canada T5J 0K2 Tel: (780) 421-6021 Fax: (780)

More information

Inspection Report. River Falls Hydroelectric Project FERC Project No. P Junction Falls Dam River Falls, Wisconsin.

Inspection Report. River Falls Hydroelectric Project FERC Project No. P Junction Falls Dam River Falls, Wisconsin. Inspection Report River Falls Hydroelectric Project FERC Project No. P-10489 Junction Falls Dam River Falls, Wisconsin Prepared for: River Falls Municipal Utilities River Falls, Wisconsin December 2009

More information

APPENDIX A INTEGRAL ABUTMENTS

APPENDIX A INTEGRAL ABUTMENTS APPENDIX A INTEGRAL ABUTMENTS Appendix A Guidelines for Design of Integral Abutments Rev. 1 - September, 2007 These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT

More information

ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue

ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue FHWA Rhode Island Showcase October 30, 2014 Accent image here Primary Image here Presentation Outline Overview of the Project Scope ABC Project

More information

Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples

Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples BY MARTIN P. BURKE, JR. Innumerable bridges both in the U.S. and abroad have been, and continue to be, damaged by the restrained growth

More information

Numerical analysis of the embedded abutments of integral bridges

Numerical analysis of the embedded abutments of integral bridges Numerical analysis of the embedded abutments of integral bridges Ming XU Researcher, Dept. of Civil & Env. Engrg., University of Southampton, UK Summary Alan G. BLOODWORTH Lecturer, Dept. of Civil & Env.

More information

research report Field Measurements on Skewed Semi-Integral Bridge With Elastic Inclusion: Instrumentation Report

research report Field Measurements on Skewed Semi-Integral Bridge With Elastic Inclusion: Instrumentation Report Final Report VTRC 06-R35 Virginia Transportation Research Council research report Field Measurements on Skewed Semi-Integral Bridge With Elastic Inclusion: Instrumentation Report http:/www.virginiadot.org/vtrc/main/online_reports/pdf/06-r35.pdf

More information

Stairways and Ladders. OSHA Office of Training & Education 1

Stairways and Ladders. OSHA Office of Training & Education 1 Stairways and Ladders OSHA Office of Training & Education 1 Hazards Stairways and ladders cause many injuries and fatalities among construction workers About half the injuries caused by slips, trips and

More information

Kentucky Housing Corporation

Kentucky Housing Corporation Kentucky Housing Corporation Asbestos Awareness Working With and Around Asbestos Questions E-mail all questions to John Cora jcora@kyhousing.org HEALTH AND SAFETY PLAN WX PROGRAM MANUAL ASBESTOS CHAPTER

More information

Rebuilding and widening the 54- year-old Jane Addams Memorial Tollway into a state-of-the-art corridor linking Rockford to Elgin (three lanes) and

Rebuilding and widening the 54- year-old Jane Addams Memorial Tollway into a state-of-the-art corridor linking Rockford to Elgin (three lanes) and Overview Design criteria for I-90 over Kishwaukee Integral Abutment Bridges (IAB) Design Criteria Design analysis, details and construction Lessons Learned during construction Instrumentation by Illinois

More information

SUMMARY OF NOVEMBER 2018 REVISIONS - VERSION

SUMMARY OF NOVEMBER 2018 REVISIONS - VERSION SUMMARY OF NOVEMBER 2018 REVISIONS - VERSION 3.2.5.0 Since the release of BRADD Version 3.2.4.3, several operational issues have been addressed. This release of BRADD Version 3.2.5.0 contains the following

More information

EXAMINATION OF THE RESPONSE OF SKEWED STEEL BRIDGE SUPERSTRUCTURE DURING DECK PLACEMENT

EXAMINATION OF THE RESPONSE OF SKEWED STEEL BRIDGE SUPERSTRUCTURE DURING DECK PLACEMENT Norton et al. Word Count: 8400 Tables: 5 Figures: 13 1 EXAMINATION OF THE RESPONSE OF SKEWED STEEL BRIDGE SUPERSTRUCTURE DURING DECK PLACEMENT Date submitted: 08/01/02 Date Revised and Resubmitted: 11/15/02

More information

Simplified Analytical Model of a Covered Queen-Post-Truss Timber Bridge

Simplified Analytical Model of a Covered Queen-Post-Truss Timber Bridge Simplified Analytical Model of a Covered Queen-Post-Truss Timber Bridge Fouad Fanous, Douglas Rammer & Terry Wipf, Bridge Engineering Center Forest Product Laboratory Study Scope Objective Develop a simple

More information

Occupational Disease Fatalities Accepted by the Workers Compensation Board

Occupational Disease Fatalities Accepted by the Workers Compensation Board Occupational Disease Fatalities Accepted by the Workers Compensation Board Year to date, numbers as of December 31, 2017 Occupational diseases are usually gradual in onset and result from exposure to work-related

More information

3-cutter, XL size tip Tip shape simplifies orientation Optimum power transfer Rounded cutting edges Three dust flutes for perfect dust removal

3-cutter, XL size tip Tip shape simplifies orientation Optimum power transfer Rounded cutting edges Three dust flutes for perfect dust removal Concrete drill bits XT3 3-cutter, XL size tip Tip shape simplifies orientation Optimum power transfer Rounded cutting edges Three dust flutes for perfect dust removal 10 SDS+ 5 Ø 16 18 SDS MAX 12 Ø 16

More information

Pro-XL Sports Performance Rack Systems

Pro-XL Sports Performance Rack Systems Pro-XL Sports Performance Rack Systems Pro-XL Sports Performance Rack Systems Designed for the needs of the Modern Athlete! Engineered and manufactured in the USA from superior components and featuring

More information

EDGE PROTECTION SYSTEMS

EDGE PROTECTION SYSTEMS TOTAL SAFETY SOLUTIONS (TSS Trading LLC) EDGE PROTECTION SYSTEMS Meshguard Roundguard Adjustagate Working At Height Specialists Safe Working Solutions www.tss-me.com TOTAL SAFTEY SOLUTIONS At TSS our company

More information

Lesner Bridge Replacement. April 24, 2017 Update. Construction Camera. Rendering of the Completed Lesner Bridge Structure

Lesner Bridge Replacement. April 24, 2017 Update. Construction Camera. Rendering of the Completed Lesner Bridge Structure Lesner Bridge Replacement Rendering of the Completed Lesner Bridge Structure Construction Camera A construction camera has been installed to view images of the bridge construction. Images are updated on

More information

AN EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF RC PARAPET WALL OF ABUTMENT UNDER COLLISION

AN EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF RC PARAPET WALL OF ABUTMENT UNDER COLLISION International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 9, September 2018, pp. 1831 1838, Article ID: IJCIET_09_09_177 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=9

More information

100% Dedication Integrity Reliability Commitment

100% Dedication Integrity Reliability Commitment 100% Dedication Integrity Reliability Commitment About Us Bedec SteelGrate Pte Ltd is a specialist supplier of customised steel gratings. We provide expert advice on engineering grating design, supported

More information

Presentation Cassava Processing

Presentation Cassava Processing Presentation Cassava Processing An overview of the unique Alvan Blanch system for conversion of fresh cassava into fine flour for human consumption, or chips for animal feed (with option of pellets). w:

More information

DRIVING AT NIGHT. It s More Dangerous

DRIVING AT NIGHT. It s More Dangerous DRIVING AT NIGHT You are at greater risk when you drive at night. Drivers can t see hazards as soon as in daylight, so they have less time to respond. Drivers caught by surprise are less able to avoid

More information

Occupational Disease Fatalities Accepted by the Workers Compensation Board

Occupational Disease Fatalities Accepted by the Workers Compensation Board Occupational Disease Fatalities Accepted by the Workers Compensation Board Year to date, numbers as of December 31, 2015 Occupational disease fatalities are usually gradual in onset and result from exposure

More information

Date: Time: 10:24

Date: Time: 10:24 WILD NA2002/3003 data extracted from file CTK1211.RAW Date: 02-07-2012 Time: 10:24 0 0.00 384.8210 0.0000 384.8210 BM CTK, 3 BD 1 51.26 379.9677 0.0000 379.9677 2 227.90 376.0840 0.0001 376.0841 3 415.94

More information

PENNDOT e-notification

PENNDOT e-notification PENNDOT e-notification Bureau of Design Engineering Computing Management Division BRADD No. 027 August 30, 2010 Release of Version 3.1.5.0 PennDOT's Bridge Automated Design and Drafting Software (BRADD)

More information

STONY PLAIN REGION GEOHAZARD RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY AND KM: Hwy 621:02, km 16.39

STONY PLAIN REGION GEOHAZARD RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY AND KM: Hwy 621:02, km 16.39 SITE NUMBER AND NAME: NC 52 Pembina River Bridge LEGAL DESCRIPTION: SE 1-50-9-W5M STONY PLAIN REGION GEOHAZARD RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY AND KM: Hwy 621:02, km 16.39 NAD 83 COORDINATES:

More information

Filed: , EB , Exhibit B, Tab 1, Schedule 1, Attachment 3, Page 1 of 8

Filed: , EB , Exhibit B, Tab 1, Schedule 1, Attachment 3, Page 1 of 8 Filed: 2018-07-04, EB-2018-0108, Exhibit B, Tab 1, Schedule 1, Attachment 3, Page 1 of 8 Stantec Consulting Ltd. 300-675 Cochrane Drive West Tower Markham ON L3R 0B8 Tel: (905) 944-7777 Fax: (905) 474-9889

More information

State-Aid Bridge News August 2, 2005

State-Aid Bridge News August 2, 2005 State-Aid Bridge News August 2, 2005 Bridge Hydraulic Information The FHWA has been inquiring about our Scour Program. In particular, there are two areas of concern; 1. Are our Scour Action Plans current

More information

Questions and Answers on VDOT's Supplement to the AASHTO Manual for Bridge Element Inspection

Questions and Answers on VDOT's Supplement to the AASHTO Manual for Bridge Element Inspection Questions and Answers on VDOT's Supplement to the AASHTO Manual for Bridge Element Inspection No. 1 2/26/2016 830 MSE Wall V 26 Is ADE 830 MSE Wall to be used in conjunction with NBE 218 Other Abutment

More information

THE TALLEST TOOL IN THE TOOL BOX:

THE TALLEST TOOL IN THE TOOL BOX: ERI Safety Videos DVDs, Digital Media & Custom Production 1306 THE TALLEST TOOL IN THE TOOL BOX: Using Ladders Safely Leader s Guide CLMI Safety Training THE TALLEST TOOL IN THE TOOL BOX: Using Ladders

More information

CE 332 Construction Engineering and Management. MS Project - Recitation

CE 332 Construction Engineering and Management. MS Project - Recitation CE 332 Construction Engineering and Management MS Project - Recitation MICROSOFT PROJECT Microsoft Project is a project management software, developed and sold by Microsoft, which is designed to assist

More information

Integral bridges and environmental conditions

Integral bridges and environmental conditions Integral bridges and environmental conditions COMISU CLAUDIU-CRISTIAN, BOACĂ GHEORGHITĂ Department of Roads and Foundations Faculty of Civil Engineering and Building Services The "Gheorghe Asachi" Technical

More information

\\H\15\ PH9 Inspection Photos

\\H\15\ PH9 Inspection Photos SHOP SLIDE Photo 1. at cracking across the footpath at the end of the Hwy 2 EB to Hwy 684 SB off ramp at the 99 Ave. intersection. Drop in asphalt trail (background) has worsened since 2013 and is now

More information

Comparative Study of Behaviour of Integral and Bearing Type Bridge under Temperature Loading

Comparative Study of Behaviour of Integral and Bearing Type Bridge under Temperature Loading IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 03, 2015 ISSN (online): 2321-0613 Comparative Study of Behaviour of Integral and Bearing Type Bridge under ing B. J. Shah

More information

Aerial of Conceptual Path and Bridge Tysons-Old Meadow Road Bike/Ped Improvements

Aerial of Conceptual Path and Bridge Tysons-Old Meadow Road Bike/Ped Improvements Aerial of Conceptual Path and Bridge Barnes & Noble at One Place Project Location Corner Center Proposed Bridge Encore Condominiums Regency Club Condominiums Path continues to Dolley Madison Boulevard

More information

OVERVIEW AND IMPLEMENTATION of the TUNNEL MANAGEMENT SYSTEM. TRB Tunnel Workshop. January 11, 2009 Washington, DC

OVERVIEW AND IMPLEMENTATION of the TUNNEL MANAGEMENT SYSTEM. TRB Tunnel Workshop. January 11, 2009 Washington, DC OVERVIEW AND IMPLEMENTATION of the TUNNEL MANAGEMENT SYSTEM TRB Tunnel Workshop January 11, 2009 Washington, DC PRESENTATION TEAM Chester Allen, P.E. Martha Averso, P.E. Rick Patrick, P.E. DISCUSSION TOPICS

More information

Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass

Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass D. Novakov, D. Ashby, T. Chin & A. George Opus International Consultants Ltd, Wellington - Auckland, New Zealand. G. Gregg

More information

ICZ: Expanding the HDG Market in Brazil Oct. 26, 2011 Sao Paulo

ICZ: Expanding the HDG Market in Brazil Oct. 26, 2011 Sao Paulo ICZ: Expanding the HDG Market in Brazil Oct. 26, 2011 Sao Paulo 1 American Galvanizers Association Marketing Tools & Training Description & Objectives Technical Tools & Training Description & Objectives

More information

L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015

L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015 Canterbury Bridge Group Ferrymead Bridge L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015 Presenter: Lloyd Greenfield Senior

More information

Figure 3: Analytic procedure

Figure 3: Analytic procedure International Journal of Scientific and Research ublications, Volume 7, Issue 5, May 2017 567 Investigation of Integral Bridge Effect under Dynamic Loading Haymanmyintmaung *,kyawlinnhtat ** * Department

More information

Structural Rehabilitation of Buildings

Structural Rehabilitation of Buildings Structural Rehabilitation of Buildings Satish Jain Iowa State University President, Satish Jain Consulting Engineers (INDIA) Iowa Better Concrete Conference-2017 Satish Jain Consulting Engineers Pvt. Ltd.

More information

VETIVER SYSTEM FOR BRIDGE APPROACH STABILISATION

VETIVER SYSTEM FOR BRIDGE APPROACH STABILISATION VETIVER SYSTEM FOR BRIDGE APPROACH STABILISATION Dr. Paul Truong - TVNI Technical Director, Brisbane, Australia. All materials in this document remain the property of TVNI. Permission must be obtained

More information

OUTDOOR GYM PHYSICAL TRAINING & TRIM TRAIL EQUIPMENT

OUTDOOR GYM PHYSICAL TRAINING & TRIM TRAIL EQUIPMENT OUTDOOR GYM PHYSICAL TRAINING & TRIM TRAIL EQUIPMENT IMPLEMENTATION OF EN 6630:05. THIS STANDARD UTILISES THE KNOWLEDGE AND EXPERIENCE OF EXISTING STANDARDS THAT PROVIDE POSITIVE GUIDANCE FOR PERMANENTLY

More information

1 Exam Prep. SMACNA Architectural Sheet Metal Questions

1 Exam Prep. SMACNA Architectural Sheet Metal Questions 1 Exam Prep SMN rchitectural Sheet Metal Questions 1. Which of the following is not an advantage of terne? Lightweight High expansion rate Low expansion rate urable 2. ownspouts should be constructed with

More information

ME463 SENIOR DESIGN. Dr. Estill Maddox PROJECT NAME: Custom shoe insert and possible brace PROJECT DESCRIPTION:

ME463 SENIOR DESIGN. Dr. Estill Maddox PROJECT NAME: Custom shoe insert and possible brace PROJECT DESCRIPTION: ME463 SENIOR DESIGN Dr. Estill Maddox estillmaddox@gmail.com 502-220-7226 PROJECT NAME: Custom shoe insert and possible brace PROJECT DESCRIPTION: Shoe insert and possible brace made with carbon fiber

More information

Two-Dimensional Computer Modeling of Pomme de Terre River at Highways 12 and 22 in Minnesota

Two-Dimensional Computer Modeling of Pomme de Terre River at Highways 12 and 22 in Minnesota Two-Dimensional Computer Modeling of Pomme de Terre River at Highways 12 and 22 in Minnesota Kamal Saffarinia 1, G. Kenneth Young 2, J. Sterling Jones 3, and Stuart Stein 4 This paper investigates two-dimensional

More information

Project Planning & Scheduling. Project Planning

Project Planning & Scheduling. Project Planning & Scheduling Planning Inputs and Outputs INPUTS Contract information Drawings Specifications vailable resources ills of quantities Site reports Organizational data Construction methods PLNNING OUTPUTS

More information

Nuclear Associates

Nuclear Associates Nuclear Associates 37-013 GARD Users Manual March 2005 Manual No. 37-013-1 Rev. 2 2004, 2005 Fluke Corporation, All rights reserved. Printed in U.S.A. All product names are trademarks of their respective

More information

3M Personal Safety 3M Peltor X Series Ear Defenders. A new Standard. in Design, Comfort. Protection.

3M Personal Safety 3M Peltor X Series Ear Defenders. A new Standard. in Design, Comfort. Protection. 3M Personal Safety 3M Peltor X Series Ear Defenders A new Standard & in Design, Comfort Protection www.3m.co.uk/peltorx DESIGN Protected wire head band - building on the successful design of the current

More information

THE STRESSES ON SKEW ARCHES.

THE STRESSES ON SKEW ARCHES. THE STRESSES ON SKEW ARCHES. Read by PROFESSOR KEANOT, 7th August, 1901. "Skew Arches are of figures derived from those of symmetrical arches by distortion in a horizontal plane. The eleva- Ai tion of

More information

Weightroom Makeover. How to make big improvements in your weightroom on a small budget

Weightroom Makeover. How to make big improvements in your weightroom on a small budget TRAINING & EQUIPMENT A great way to make over a weightroom is with new bars, bumpers, platforms, vertical bar holders and horizontal bumper plate racks. 34 BIGGER FASTER STRONGER MAY/JUNE 2010 The BFS

More information

Keywords: integral abutment bridge, pile head abutment connection, finite element method.

Keywords: integral abutment bridge, pile head abutment connection, finite element method. Global Journal of Researches in Engineering: e Civil And Structural Engineering Volume 15 Issue 1 Version 1.0 Year 2015 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global

More information

Structural health monitoring of the reinforced concrete plug joint system for existing concrete bridges

Structural health monitoring of the reinforced concrete plug joint system for existing concrete bridges Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 214 Porto, Portugal, 3 June - 2 July 214 A. Cunha, E. Caetano, P. Ribeiro, G. Müller (eds.) ISSN: 2311-92; ISBN: 978-972-752-165-4

More information

Slip, Trip and Fall Prevention Program

Slip, Trip and Fall Prevention Program Safety Office Slip, Trip and Fall Prevention Program April 2015 Table of Contents INTRODUCTION:... 3 OBJECTIVES:... 3 POLICY STATEMENT:... 3 TRAINING/RESPONSIBILITIES:... 3 HOUSEKEEPING STANDARDS/SAFE

More information

Appendix B. Shallow Foundations Report

Appendix B. Shallow Foundations Report 12/10/2013 GEOTECHNICAL MANUAL Appendix B. Shallow Foundations Report PLEASE NOTE A sample foundations report is included here for reference. It is provided as an example of content, format, and organization

More information

Team 11: Craig Hanna, Kyle Hamilton, Nick Woolsey

Team 11: Craig Hanna, Kyle Hamilton, Nick Woolsey Team 11: Craig Hanna, Kyle Hamilton, Nick Woolsey Presentation Outline Introduction About Dominic Our Solution Treadmill weight bearing system Frame Weight Bearing System Harness Treadmill Budget Secondary

More information