1,045 m length of the Deh Cho Bridge

Similar documents
Safe & Sound Bridge Terminology

Design of Bridges. Introduction. 3 rd to 4 th July Lecture for SPIN Training at the University of Dar es Salaam

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

US 51 Ohio River Bridge Engineering and Environmental Study

KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER

Value Engineering vs. Alternate Designs in Bridge Bidding

INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.

RHODE ISLAND TURNPIKE AND BRIDGE AUTHORITY NEWPORT/PELL BRIDGE APRIL 1, 2014 TEN YEAR RENEWAL AND REPLACEMENT PLAN (IN 2013 DOLLARS)

Source: Port Mann Bridge Plans Unveiled Today, CBC News, February 4, 2009.

IH-635 MANAGED LANES PROJECT, SEG. 3.2

CITY OF TRAIL MEMORANDUM

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC October 27, 2015 Session 26

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:

2015 ODOT Bridge Design Conference May 12, DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation

The unit costs are based on the trend line of the 3 low bids for the average quantity.

BRIDGES ARE relatively expensive but often are

Ross River Suspension Bridge Ross River, Yukon. Life Cycle Cost Analysis

Bridge Type Selection

REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE

Paving Capitalization Work Categories and Treatments

MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS

REHABILITATION OF CONCRETE BEAM BRIDGES IN CROATIAN STATE ROAD NETWORK

Quality Control and Quality Assurance Guide

The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc.

How To Check For Scour At A Bridge

Emergency repair of Bridge B421

Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E.

Table of Contents. July

Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI

TABLE OF CONTENTS. Section / Article Page

3.1 Historical Considerations

Overhang Bracket Loading. Deck Issues: Design Perspective

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig some of the trusses that are used in steel bridges

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

REHABILITATION PACKAGE 1-a

Numerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width

Elevated Roads for Sri Lanka

LOAD TESTING OF SOME NEW BRIDGES IN LATVIA

Remote Monitoring of Soil Pressures on Bridge Footings

CERTIFIED TECHNICIAN PROGRAM TRAINING MANUAL. Bridge Construction and Deck Repair

SECOND PENANG BRIDGE PROJECT

Levelton Consultants

WORK SCOPE. Domains in which we work:

Chaudière Crossing Bridge Rehabilitation

Informational Workshop Public Meeting Kanawha Falls Bridge Project

STRUCTURES ENGINEERING DESIGN MANUAL

Cable-Stayed Bridge Uses New Post-Tensioning System

METHOD OF STATEMENT FOR STATIC LOADING TEST

Granger Bay Boulevard and Green Point Roundabout

SUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch

A Solid Foundation Solution for Homeowners. from. Our products are made with 90% Recycled Material Down. Right. Solid. GREEN.

What is Seismic Retrofitting?

Geotechnical Building Works (GBW) Submission Requirements

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP

High Capacity Helical Piles Limited Access Projects

CURRENT PRACTICE SHEET

Cable-Stayed Bridge as an Alternative for Medium and Short Span Bridges

Long-term serviceability of the structure Minimal maintenance requirements Economical construction Improved aesthetics and safety considerations

Steel and composite bridges in Germany State of the Art

Index Series Prestressed Florida-I Beams (Rev. 07/12)

Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322

Structure Design Manual

Predictive Modeling of Bridges

REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE

Virginia Approach Spans

WSDOT Bridge Elements

5 ALTERNATIVE SOLUTIONS AND EVALUATION

1.2 Advantages and Types of Prestressing

Certification: Building Plans Examiner. Exam ID: B3

Department of Main Roads Chapter 22. Chapter 22. Bridges and Retaining Walls. June 2006 i

How To Write An Analysis System For Bridge Test

Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS

Site Auditing for Building Works. This practice note provides details of the strategy on auditing building works by the Buildings Department (BD).

Analysis of the Interstate 10 Twin Bridge s Collapse During Hurricane Katrina

7. PRINCIPAL STEPS 8. POTENTIAL HAZARDS 9. RECOMMENDED CONTROLS

Guidelines for Writing Reports in Engineering Engineering Faculty, Monash University

Investigation of Unknown Bridge Foundations in Oregon

Unit Price Averages Reports

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE

Peer Review Scope of Work

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process

EXECUTIVE SUMMARY CHAPTER 6

Standard Designs & Details - Drawings. Drawing Number Rev Title Click Click

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO

HONG KONG ZHUHAI MACAO LINK

OVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES

MEMORANDUM West Swann Avenue, Suite 225 Tampa, Florida Phone (813) Fax (813)

BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM

PONTIS BRIDGE INSPECTION FIELD MANUAL FOR OKLAHOMA BRIDGES OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DIVISION

Transcription:

Innovative Design Features: Lightweight truss: The principles of lightweight design led to a saving of 25% in the use of structural steel. State of the art deck system: Designed as a four-way slab, it cuts the concrete mass by 30% and eliminates the need for pre-stressing. Longest joint-less bridge in North America: The articulation scheme allows a continuous deck for the entire length of the superstructure, which eliminated the need for two modular deck joints on the 1045m long bridge. Lock Up Devices: The articulation scheme involves the use of modern lock-up devices, which act like shock absorbers to allow slow acting movements while restraining sudden force effects. Compact Locked Coil Cables: Cables are slender with compact anchorage details. The locations of the cable anchorages were selected for improved structural and aesthetic behaviour. The simplified anchorages can be easily inspected and maintained. Constructability: Design of the bridge incorporates a proven construction scheme that includes the launching of the trusses, and a one step stressing procedure for the cables. Low life cycle cost: The design pays special attention to long term durability, corrosion protection and provides easy access for inspection and maintenance with the ultimate goal of keeping the life cycle cost of the bridge to a minimum. Superstructure 3,536 tonnes 1,045m long truss (steel) 64 tonnes Expansion joints & bearings 265 tonnes A-pylons (steel) 110 tonnes Cables (steel) 7,846 tonnes Deck (reinforced concrete) 126 tonnes Bridge rail 1,913 tonnes Pavement (asphalt) 13,860 tonnes Substructure 1,354 tonnes Abutments (reinforced concrete) 63 tonnes Piles (steel) 7,238 tonnes Delta frames (steel) 234 tonnes Pier armour (steel) 27,174 tonnes Piers and footings (reinforced concrete) 36,063 tonnes 553 m height of the CN Tower 1,045 m length of the Deh Cho Bridge

76.2m Con Mine Robertson Shaft Head Frame 63.9m Deh Cho Bridge 60.0m Northern Heights A-pylon Deck Truss Diaphragm Pier Foundation 49,923 tonnes total weight of the Deh Cho Bridge 10,900 tonnes total weight of the Calgary Tower Total length: 1,045m Total weight: 49,923 tonnes Clearance above water: 21.2m Navigational Channel: 185m Bridge Website: www.dehchobridge.info

How the Deh Cho Bridge Deals With Ice The cross section of the piers at water level is cylindrical in shape and the faces of the cylinder are sloped inward. This forces ice to break apart as it rides up the slope. The concrete piers have steel armoured plating to protect them during river break up. Scour rock provides protections to the pier from both ice and rushing water.

completed launch from the north ice fog during construction pier construction top of pier survey via helicopter

first truss launch aerial view, march 2011 sunset over temporary bent pier construction

Department of Transportation, GNWT is the Project owner responsible for overall management and oversight. Associated Engineering is responsible for day-to-day project control and on-site management. Infinity Engineering Group Ltd. is the Engineer of Record responsible for the Deh Cho Bridge design, superstructure, and abutments. Levelton Consultants Ltd. audited the quality assurance program of the Deh Cho Bridge project s first phase of construction. In Phase II, Levelton reviews and audits the Contractor s quality program. Ruskin Construction Ltd. (RCL) has been involved in the Deh Cho Bridge project from the beginning, first as a sub-contractor to Atcon Construction in Phase I pier construction, and now as the Prime Contractor for the bridge and A-pylon. BPTEC-DNW and TY-LIN International are Advisors to the Government on technical issues. Sargent & Associates are responsible for Design Coordination and In-Plant Inspection. Allnorth Consultants oversees Quality Control. Buckland & Taylor handle erection engineering. EBA Engineering Consultants handles the Geotechnical Design and Quality Assurance.