On Line Widening of the N7 Naas Road Integrating Design and Construction Scheme Description and Background Tender Design Priorities Integrated Program

Size: px
Start display at page:

Download "On Line Widening of the N7 Naas Road Integrating Design and Construction Scheme Description and Background Tender Design Priorities Integrated Program"

Transcription

1 On Line Widening of the N7 Naas Road Integrating Design and Construction Presentation By Jim Thorpe BSc, Dipl Eng, CEng, MIEI, MICE Project Manager Roughan & O Donovan Faber Maunsell Alliance Contractor s Designer for Clonmel -Laing O Rourke JV

2 On Line Widening of the N7 Naas Road Integrating Design and Construction Scheme Description and Background Tender Design Priorities Integrated Programming Integrating Pavement and Alignment Integrating Structures into Construction Planning Discussion

3 Scheme Description 14km of N7 widened from dual 2 to dual 3 from Rathcoole to Maudlins 4 new grade separated junctions, Johnstown,Kill, Castlewarden and Steelstown Maudlins and Rathcoole junctions upgraded 14km new side road and interchange links 2 Footbridges, 12 Culverts, 17 Sign Gantries New Streetscapes and Traffic Calming in Johnstown and Kill villages

4 Background Originally two separate schemes: Kildare County Council High quality dual with local access segregated on parallel local roads Statutory Approval 2002 South Dublin - Halcrow Barry All purpose road with left in left out local road junctions and private accesses Statutory Approval 2003

5 Kildare South Dublin

6 Design and Build Contract Merged into single D+B scheme August 2003 with tenders submitted in April 2004 Scheme to maintain a flow of 62,000 vehicle per day through the site Lowest Comparative Tender won by CELOR taking account of Site Occupation and Lane Rental charges Maintain 2 lanes in each direction and minimise hard shoulder closures Pre-tender Programme of 30 months reduced to 22 months in CELOR tender

7 Tender Design Priorities Maximise re-use of existing pavement construction Minimise volume of materials to be transported through congested site Minimise excavation Minimise utility diversions Minimise culvert construction under mainline Integrate traffic management phasing into alignment design Optimise Construction Programme

8 Tender Design Approach Realign horizontally to maximise re-use of pavement Maudlins Junction

9 Tender Design Approach Realign Vertically, initially to a nominal 200mm above existing pavement Specimen Design Tender Design

10 Tender Design Approach Refine horizontal alignment to facilitate traffic management

11 Tender Design Approach Design Interchanges to permit temporary diversion of the N7 flows Alignments through roundabouts Widths and pavements of link roads

12 Tender Design Approach Re-Design of Castlewarden Interchange as Compact, with straight Bridge

13 Programme Integration Design and Construction Process Mapping Cross team understanding of roles and interfaces, Eg:- Precast culvert procurement Requires early sizing Requires critical approvals Requires detailed topographic survey Requires early traffic management and procurement

14 Programme Integration Process Programming g Ideal world Integration of Design and Construction Programmes Interchanges early for TM Mainline priorities to match TM Priority Structures Pi Priorities ii for Topo Survey

15 Programme Integration Revised Construction Programme Trade Construction float ease design peaks Delay construction start until design lead established Thereby minimise site possession and traffic disruption

16 Programme Integration Resource Balancing Resource loading by discipline Identify unrealistic peaks Breakdown into smaller elements Re-programme to address more specific priorities Re-alignment - reduce traffic switches to free programme constraint

17 Project Flow Programme Integration Weekly team meetings between Design and construction team leaders Review progress and commit to the next week s programme - at micro level of agreed process map Clear and immediate understanding of effects of delays - full team buy in to overcoming these together Similar procedures followed on site on a daily basis to plan and manage construction

18 Programme Integration

19 Integrated Pavement and Alignment Existing Pavements Kildare section fully flexible South Dublin rigid concrete with thin bituminous overlay Rathcoole Interchange recently upgraded by slab stabilisation and major overlay Construction Requirements Concrete slabs to be removed Rathcoole - replace wearing course

20 Integrated Pavement and Alignment Surveys Detailed Level Survey Full video condition survey Full Radar Survey Calibration cores Falling Weight Deflectometer Initial Design Analytical l design of minimum i overlay requirements by chainage for each lane

21 Integrated Pavement and Alignment Vertical Alignment Optimisation Seek to match minimum pavement depths Rationalise pavement types to suit

22 Rubblising of Concrete Pavement Crack and Seat as sub-base base rejected Rubblising with controlled breaker Plate load tests to prove foundation Saves removal and capping

23 Integrating Structures into Construction Culverts Detailed Condition Surveys Sophisticated analysis to maximise re-use of existing structures New culverts precast for speed Re-alignment to keep square to traffic lanes to align joints with TM phases

24 Integrating Structures into Construction Footbridges Requirement for single span One night closure for lift Specimen and Tender designs in Steel Additional gantries put pressure on steel fabricators - Precast Concrete

25 Integrating Structures into Construction Footbridges Longest beams to date at 43m Heaviest Lift with deck and parapets

26 Integrating Structures into Construction Overbridges Bank Seats on Spread Footings Special fill achieves 1:1.5 slope Standardise spans to suit Precast Beams

27 Integrating Structures into Construction Overbridges Designed as lost diaphragms Beams supported on Temporary Trestles

28 Integrating Structures into Construction Overbridges Temporary Works Failure on M1 Dundalk Introduced Landing shelf Sound base within original design envelope Plus propping

29 On Line Widening of the N7 Naas Road Summary Integrating Design and Construction Complex scheme with critical live traffic Aligned to minimise time and materials within TM Integrated Programming to minimise on site time Refined pavement and alignment design Structures designed to integrate with construction programme and Traffic Management QUESTIONS?

30

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

More information

APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE

APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0

More information

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges 7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience

More information

Emergency repair of Bridge B421

Emergency repair of Bridge B421 Emergency repair of Bridge B421 over the Olifants River after fl ood damage INTRODUCTION AND BACKGROUND Bridge B421 is located on the R555 at km 5.03 on Section 01E between Witbank (now known as emalahleni)

More information

Traffic Management During Construction

Traffic Management During Construction Traffic Management During Construction The construction of Dublin Port Tunnel couldn t begin until a traffic management plan had been developed and agreed to facilitate construction of the Tunnel and to

More information

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

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,

More information

DESCRIPTION OF WORK:

DESCRIPTION OF WORK: DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works

More information

Report to INFRASTRUCTURE SERVICES Committee for noting

Report to INFRASTRUCTURE SERVICES Committee for noting 15-377 Subject: Prepared by: Capital Works Programme 2015/16 Tairāwhiti Roads Alexios Kavallaris (Capital Manager - Tairāwhiti Roads) Meeting Date: 22 October 2015 Report to INFRASTRUCTURE SERVICES Committee

More information

770 TH Tseung Kwan O Development, Phase II, Grade Separated Interchange T1/P1/P2

770 TH Tseung Kwan O Development, Phase II, Grade Separated Interchange T1/P1/P2 770 TH Tseung Kwan O Development, Phase II, Grade Separated Interchange T1/P1/P2 Introduction The T1/P1/P2 junction is situated, north of Tseung Kwan O (TKO) Town Centre, at the junction of TKO Tunnel

More information

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General

More information

Roadway Cost Per Centerline Mile Revised June 2014

Roadway Cost Per Centerline Mile Revised June 2014 Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743

More information

Advancements in GPR for a Sustainable Tomorrow

Advancements in GPR for a Sustainable Tomorrow Advancements in GPR for a Sustainable Tomorrow Shawn Lapain, BSc. E., EIT Pavement Specialist Applied Research Associates Inc. 5401 Eglinton Avenue West, Suite 105, Toronto, ON, Canada, M9C 5K6 Tel: 416-621-9555,

More information

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION:

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: September 22, 2009 Updated November 16, 2009 SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: 1. DESCRIPTION: The cross slopes of the roadway are to be constructed as detailed in the plans and within

More information

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

Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Roberto Gómez, Raul Sánchez-García, J.A. Escobar and Luis M. Arenas-García Abstract In this paper we study the

More information

3 Tappan Zee Bridge Rehabilitation Options

3 Tappan Zee Bridge Rehabilitation Options 3 Tappan Zee Bridge Rehabilitation Options 3.1 Introduction This chapter describes possible options that rehabilitate and enhance the existing Tappan Zee Bridge. Four Rehabilitation Options have been developed:

More information

Safety performance of traffic management at major motorway road works

Safety performance of traffic management at major motorway road works Safety performance of traffic management at major motorway road works Prepared for Safety Standards and Research, Safety and Information Division, Highways Agency M Freeman, J Mitchell and G A Coe TRL

More information

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement. 2015 ODOT Bridge Design Conference May 12, 2014 DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement Mary Ann Triska 2015 HDR, all rights reserved. Presentation Outline Project

More information

3.1 Historical Considerations

3.1 Historical Considerations 3. Recommended Scope of Bridge improvements 3.1 Historical Considerations In the fall of 2000, an outside consultant, Fraser Design, suggested that the existing 4 th St. Bridge is potentially eligible

More information

BRIDGES ARE relatively expensive but often are

BRIDGES ARE relatively expensive but often are Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the

More information

US 51 Ohio River Bridge Engineering and Environmental Study

US 51 Ohio River Bridge Engineering and Environmental Study US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents

More information

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12)

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Design Criteria AASHTO LRFD Bridge Design Specifications, 6th Edition; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG)

More information

IH-635 MANAGED LANES PROJECT, SEG. 3.2

IH-635 MANAGED LANES PROJECT, SEG. 3.2 IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,

More information

SECTION 1 GENERAL REQUIREMENTS

SECTION 1 GENERAL REQUIREMENTS Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,

More information

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary

More information

Bridge Type Selection

Bridge Type Selection Bridge Type Selection The major consideration for bridge type selection for bridges on the State Aid system is initial cost. Future maintenance costs, construction time, and location are considered when

More information

Asset Management Policy for Major PFI Projects

Asset Management Policy for Major PFI Projects Asset Management Policy for Major PFI Projects Agenda Asset Management Drivers Typical AM positioning in Motorway PFI Asset management Strategy Works Planning and Scheduling Innovation & Risk Mitigation

More information

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

INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee

More information

Environment Committee 11 January 2016

Environment Committee 11 January 2016 Environment Committee 11 January 2016 Title Whole Life Costing of Footway Maintenance Treatments and Scheme Prioritisation Report of Wards Status Urgent Key Enclosures Commissioning Director, Environment

More information

Granger Bay Boulevard and Green Point Roundabout

Granger Bay Boulevard and Green Point Roundabout Granger Bay Boulevard and Green Point Roundabout INTRODUCTION Aurecon was appointed for the design and construction supervision of the Granger Bay Boulevard and Green Point roundabout that provides access

More information

Elevated Roads for Sri Lanka

Elevated Roads for Sri Lanka Elevated Roads for Sri Lanka M.T.R. Jayasinghe (Senior Professor, Structural Engineering, University of Moratuwa) Senior Professor M.T.R. Jayasinghe is a Professor of Structural Engineering, University

More information

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

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA 1 REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA Verners Straupe, M.sc.eng., Rudolfs Gruberts, dipl. eng. JS Celuprojekts, Murjanu St. 7a, Riga, LV 1024, Latvia e-mail:

More information

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

Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E. Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir Presented By: Doug Stachler, P.E. Project Organization Owner Delaware County Engineers Office Design Consultant CH2M HILL Contractor Double

More information

KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER

KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER The New York State Department of Transportation (NYSDOT) is preparing an Environmental Impact Statement (EIS) to evaluate alternatives for the rehabilitation or

More information

CHAPTER FOUR: EXISTING TRANSPORTATION MANAGEMENT

CHAPTER FOUR: EXISTING TRANSPORTATION MANAGEMENT CHAPTER FOUR: EXISTING TRANSPORTATION MANAGEMENT 4.1 Transportation Management Systems Prior to 1991, the Missouri Department of Transportation (MoDOT) had begun development of several independent management

More information

Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011

Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011 Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011 CCRPC staff has developed a draft methodology described below and detailed in the attached pages for

More information

5 ALTERNATIVE SOLUTIONS AND EVALUATION

5 ALTERNATIVE SOLUTIONS AND EVALUATION Page 23 5 ALTERNATIVE SOLUTIONS AND EVALUATION The process used for the assessment and evaluation of the alternatives follows the procedures of the Municipal Class EA, as described below: Identify a reasonable

More information

Transportation Management Plan Template

Transportation Management Plan Template DATE: TO: FROM: SUBJECT: Date Name Position Transportation Service Center Name Position Transportation Service Center Transportation Management Plan Job Number(s) Control Section(s) Route Details County

More information

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING

More information

TRAFFIC MANAGEMENT PLAN

TRAFFIC MANAGEMENT PLAN NATIONAL HIGHWAYS AUTHORITY OF INDIA (Ministry of Road Transport & Highways) Government of India SIX LANING OF CHANDIKHOLE JAGATPUR BHUBANESWAR SECTION OF NH-5 FROM KM 414.000 TO 419.000 AND FROM KM 0.000

More information

Section 500 Rigid Pavement

Section 500 Rigid Pavement Table of Contents 1. Reinforced or Plain Cement Concrete Pavements, Reinforced or Plain Cement Concrete Pavement (RPS), and Protective Coating for Cement Concrete Pavement... 500-1 2. Pavement Relief Joint...

More information

Appendix E. Traffic Management Plan

Appendix E. Traffic Management Plan Appendix E Traffic Management Plan Corrib Onshore Gas Pipeline Traffic Management Plan May 2010 TOBIN CONSULTING ENGINEERS Prepared by TOBIN Consulting Engineers for and on behalf of Shell E&P Ireland

More information

Section 402. STORM SEWERS

Section 402. STORM SEWERS 402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide

More information

LIMITED SCOPE CONCEPT DEVELOPMENT REPORT

LIMITED SCOPE CONCEPT DEVELOPMENT REPORT LIMITED SCOPE CONCEPT DEVELOPMENT REPORT Route 33 Resurfacing Project Eastbound: Milepost 24.2 to Milepost 28.9 Westbound: Milepost 24.3 to Milepost 28.9 Manalapan & Freehold Townships, Monmouth County

More information

INTERIM ADVICE NOTE 65/05 DESIGN OF VEHICLE RECOVERY OPERATIONS AT ROAD WORKS

INTERIM ADVICE NOTE 65/05 DESIGN OF VEHICLE RECOVERY OPERATIONS AT ROAD WORKS INTERIM ADVICE NOTE 65/05 DESIGN OF VEHICLE RECOVERY OPERATIONS AT ROAD WORKS The Purpose of this document is to provide the Project Sponsor / Designer with comprehensive guidance on the range of issues

More information

Chaudière Crossing Bridge Rehabilitation

Chaudière Crossing Bridge Rehabilitation Chaudière Crossing Bridge Rehabilitation Douglas K. Lowry P. Eng., Armtec Infrastructure Incorporated David Delicate, P.Eng. Public Works and Government Services Canada (Retired) Prepared for presentation

More information

Major Improvement Schemes in Basingstoke

Major Improvement Schemes in Basingstoke Major Improvement Schemes in Basingstoke 1. Welcome Welcome to this exhibition, which provides information about the planned highway improvements being delivered in Basingstoke from 2015 2018. A30 Winchester

More information

Bruce Highway (Cooroy to Curra) Section A (Cooroy southern interchange to Sankeys Road)

Bruce Highway (Cooroy to Curra) Section A (Cooroy southern interchange to Sankeys Road) Bruce Highway (Cooroy to Curra) Section A (Cooroy southern interchange to Sankeys Road) Industry Briefing - 13 February 2013 Bruce Highway Upgrade (Cooroy to Curra) The Bruce Highway Upgrade (Cooroy to

More information

Söderströmtunnel: immersion in downtown Stockholm, Sweden

Söderströmtunnel: immersion in downtown Stockholm, Sweden Söderströmtunnel: immersion in downtown Stockholm, Sweden J. Glückert Dipl.-Ing, Züblin Ground Engineering, Stuttgart, Germany N.H.J. Vink MSe, M. Reijm BSc, P.T. van Westendorp BSc Strukton Immersion

More information

Exhibit A Scope of Work

Exhibit A Scope of Work Exhibit A Scope of Work The agreement for S.P. 3116-142 (T.H. 169-Cross Range Expressway) includes final design plans for a 1.55 mile length of a 2 lane to 4 lane expansion project located 0.66 miles SW

More information

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge

More information

King Post Wall Information

King Post Wall Information King Post Wall Information DAWSON-WAM specialise in the installation of piled retaining wall systems including steel sheet piling, concrete piled walls and king post walls. This document is our guide to

More information

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 4. STRUCTURAL ANALYSIS AND EVALUATION The analysis of bridges and structures is a mixture of science and engineering judgment. In most cases, use simple models with

More information

Unit Price Averages Reports

Unit Price Averages Reports Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation

More information

How To Build A Luxury Apartment Complex In London

How To Build A Luxury Apartment Complex In London Post Tensioning Awards 2009 Project Summary Type of structure Location Architects Structural Engineer Residential with leisure suites including Swimming pool, Cinema, Virtual Golf, Wine Cellars, and Parking

More information

700 Life-Cycle Cost Analysis... 700-1

700 Life-Cycle Cost Analysis... 700-1 Table of Contents 700 Life-Cycle Cost Analysis... 700-1 701 Introduction... 700-1 701.1 Discount Rate... 700-1 702 Initial Construction... 700-1 703 Future Rehabilitation... 700-1 703.1 Introduction...

More information

Section 600 Incidental Construction

Section 600 Incidental Construction Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...

More information

Construction Specification for Concrete Curb and Concrete Curb and Gutter

Construction Specification for Concrete Curb and Concrete Curb and Gutter Engineering & Construction Services Division Standard Specifications for Road Works TS 3.50 April 2015 for Concrete Curb and Table of Contents TS 3.50.01 SCOPE... 3 TS 3.50.02 REFERENCES... 3 TS 3.50.03

More information

FINAL SECTION OF COASTAL PROTECTION RIVER DODDER PART 8 PROPOSALS London Bridge and New Bridge

FINAL SECTION OF COASTAL PROTECTION RIVER DODDER PART 8 PROPOSALS London Bridge and New Bridge FINAL SECTION OF COASTAL PROTECTION RIVER DODDER PART 8 PROPOSALS London Bridge and New Bridge Planning and Development Acts 2000-2006 Planning and Development Regulations 2001-2006, Part 8 March 2012

More information

Principles of Traffic Management on sites / road network

Principles of Traffic Management on sites / road network IOSH Ireland, Construction Specialist Section Springfield Hotel, Leixlip, County Kildare. 25 March 2015 Principles of Traffic Management on sites / road network Padraig Watters, Chartered Engineer This

More information

CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS

CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS HIGHWAY DESIGN MANUAL 600-1 May 7, 2012 CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS Topic 601 - Introduction Pavement engineering involves the determination of the type and thickness

More information

Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains

Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains Doug Jenkins 1, Chris Lawson 2 1 Interactive Design Services, 2 Reinforced

More information

1. INTEGRATED ROADS INFORMATION SYSTEM 1 1.1 General 1

1. INTEGRATED ROADS INFORMATION SYSTEM 1 1.1 General 1 SCOTTISH MINISTERS' REQUIREMENTS 1. SCHEDULE 4 PART 2 INTEGRATED ROADS INFORMATION SYSTEM CONTENTS Page No. 1. INTEGRATED ROADS INFORMATION SYSTEM 1 1.1 General 1 2. TRUNK ROAD NETWORK REFERENCING AND

More information

APPENDIX A: ASSET INFORMATION STRATEGY

APPENDIX A: ASSET INFORMATION STRATEGY APPENDIX A: ASSET INFORMATION STRATEGY A1 1 Appendix A: Asset Information Strategy A1.0 Highway Assets For the purpose of this plan the Highway assets within Coventry have been broken down into nine groupings

More information

Preliminary steel concrete composite bridge design charts for Eurocodes

Preliminary steel concrete composite bridge design charts for Eurocodes Preliminary steel concrete composite bridge 90 Rachel Jones Senior Engineer Highways & Transportation Atkins David A Smith Regional Head of Bridge Engineering Highways & Transportation Atkins Abstract

More information

Informational Workshop Public Meeting Kanawha Falls Bridge Project

Informational Workshop Public Meeting Kanawha Falls Bridge Project Informational Workshop Public Meeting Kanawha Falls Project WV Department of Transportation Division of Highways in Cooperation with the Federal Highway Administration State Project S310-13-0.02 00 Federal

More information

M8 M73 M74 Motorway Improvements Project

M8 M73 M74 Motorway Improvements Project M8 M73 M74 Motorway Improvements Project October 2013 Introduction This major transport infrastructure project will complete and upgrade the M8 and key sections of the M73 and M74 to finalise the motorway

More information

Water and Sewer Service Line Policy

Water and Sewer Service Line Policy Water and Sewer Service Line Policy Effective beginning May 17, 2004 (Amended March 16, 2009) Water Service Line Policy General Statement The City of Arlington does not install or participate in water

More information

Note: All dimensions are nominal. All weights are for shipping purposes only. Availability is subject to change.

Note: All dimensions are nominal. All weights are for shipping purposes only. Availability is subject to change. CHANNEL DrAiNS Durable Designed for maximum durability and drainage, NDS Channel Drains are a proven alternative to traditional concrete drains. UV inhibitors in the grates, channel and component parts

More information

KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS

KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS I. GENERAL The following policy shall apply when the intent of the project is to

More information

APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP

APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP COST BASE: Q4 2014/15 (Version A - 02/02/2015) CONTROL SHEET Version Date Status A February

More information

Construction Specifications for Keyhole Pavement Coring and Reinstatement

Construction Specifications for Keyhole Pavement Coring and Reinstatement F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October

More information

Wiltshire Highways Asset Management Strategy

Wiltshire Highways Asset Management Strategy Wiltshire Highways Asset Management Strategy May 2015 1 Wiltshire Highways Asset Management Strategy Contents 1. Introduction 3 The Importance of Highway Infrastructure to Wiltshire 3 Contribution of Highways

More information

Chapter Forty-seven. RURAL TWO-LANE/MULTILANE STATE HIGHWAYS (New Construction/Reconstruction) BUREAU OF DESIGN AND ENVIRONMENT MANUAL

Chapter Forty-seven. RURAL TWO-LANE/MULTILANE STATE HIGHWAYS (New Construction/Reconstruction) BUREAU OF DESIGN AND ENVIRONMENT MANUAL Chapter Forty-seven RURAL TWO-LANE/MULTILANE STATE HIGHWAYS (New Construction/Reconstruction) BUREAU OF DESIGN AND ENVIRONMENT MANUAL Illinois RURAL TWO-LANE/MULTILANE STATE HIGHWAYS December 2009 2 Illinois

More information

CONSTRUCTION SEQUENCE & PROGRAMME

CONSTRUCTION SEQUENCE & PROGRAMME CONSTRUCTION SEQUENCE & PROGRAMME 2 CONTENTS 1.0 Introduction 7 2.0 Key activities 8 2.1 Airport related activities 2.2 Construction of new roads and accesses 2.3 Earthworks zone a 2.4 Earthworks zone

More information

APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT

APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT City of Swartz Creek 8083 Civic Drive Swartz Creek, MI 48473 810-635-4464 Fee Received: $ Date: / / Receipt No: Demolition Permit (including Right of

More information

Overcoming the. Challenges of ORT Conversion in an Urban Environment. July 12, 2015

Overcoming the. Challenges of ORT Conversion in an Urban Environment. July 12, 2015 Overcoming the July 12, 2015 Challenges of ORT Conversion in an Urban Environment PRESENTING: Daniel P. Menendez, P.E. Assistant Director of Engineering 1 The MDX System Highly Dense Urban Environment

More information

ESI Consultants, Ltd. PROJECT EXPERIENCE

ESI Consultants, Ltd. PROJECT EXPERIENCE CRAWFORD COUNTY, ILLINOIS NBIS Program Manager and Bridge Inspection services provided for 123 structures throughout Crawford County. Routine Maintenance/Safety Inspection of existing bridges was performed

More information

Optimum proportions for the design of suspension bridge

Optimum proportions for the design of suspension bridge Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering

More information

Growth of Addis Ababa

Growth of Addis Ababa Growth of Addis Ababa Founded in 1887, and has expanded rapidly Now among the ten largest cities in Sub Saharan Africa Annual growth rate is 3.8% By 2020 population growth would reach to eight million.

More information

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

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL 7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction

More information

VIDEO INSPECTION AND LASER DEFLECTION TESTING FOR POST CONSTRUCTION QC/QA SPECIFICATIONS AND MAINTENANCE INSPECTIONS

VIDEO INSPECTION AND LASER DEFLECTION TESTING FOR POST CONSTRUCTION QC/QA SPECIFICATIONS AND MAINTENANCE INSPECTIONS VIDEO INSPECTION AND LASER DEFLECTION TESTING FOR POST CONSTRUCTION QC/QA SPECIFICATIONS AND MAINTENANCE INSPECTIONS BY JOHN FLECKENSTEIN PIPELINE AND DRAINAGE CONSULTANTS INTRODUCTION History Of Post

More information

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

The unit costs are based on the trend line of the 3 low bids for the average quantity. Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally

More information

Why build the Silvertown Tunnel?

Why build the Silvertown Tunnel? Why build the Silvertown Tunnel? Over the last 30 years east London has changed with the redevelopment of former industrial areas into major commercial and residential districts. The development of Canary

More information

11. Managing our Transport Assets

11. Managing our Transport Assets 11. Managing our Transport Assets 11.1 The Need for an Asset Management Plan 11.1.1 A key challenge is to make transport assets work for the city in a way which fully contributes to the delivery of corporate

More information

TECHNICAL USER MANUAL for STANDARD HALF THROUGH UNDERBRIDGES Z TYPE

TECHNICAL USER MANUAL for STANDARD HALF THROUGH UNDERBRIDGES Z TYPE NR/CIV/TUM/1200 Rev D May 2010 TECHNICAL USER MANUAL for STANDARD HALF THROUGH UNDERBRIDGES Z TYPE Standard Detail and Design Drawings Page 1 of 38 NR/CIV/TUM/1200 Rev D May 2010 Summary This technical

More information

CHAPTER 4 EXISTING TRANSPORTATION MANAGEMENT

CHAPTER 4 EXISTING TRANSPORTATION MANAGEMENT CHAPTER 4 EXISTING TRANSPORTATION MANAGEMENT TRANSPORTATION MANAGEMENT SYSTEMS Prior to 1991, the Missouri Department of Transportation (MoDOT) had begun development of several independent management systems.

More information

ROAD NETWORK ASSET MANAGEMENT AS A BUSINESS PROCESS. Paper prepared for the REAAA Conference in Japan, 4 9 September 2000

ROAD NETWORK ASSET MANAGEMENT AS A BUSINESS PROCESS. Paper prepared for the REAAA Conference in Japan, 4 9 September 2000 ROAD NETWORK ASSET MANAGEMENT AS A BUSINESS PROCESS Paper prepared for the REAAA Conference in Japan, 4 9 September 2000 Florentina Mihai, BEng, GDipMgt, MIEAust Main Roads Western Australia Neville Binning,

More information

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains

More information

Geotechnical Building Works (GBW) Submission Requirements

Geotechnical Building Works (GBW) Submission Requirements Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.

More information

ODOT Major Construction, Bikeways and Enhancements Report for Lucas County. (State Fiscal Years 2007 to 2010)

ODOT Major Construction, Bikeways and Enhancements Report for Lucas County. (State Fiscal Years 2007 to 2010) Bikeways and Enhancements Report for Lucas County (State Fiscal Years 2007 to 2010) Statewide Construction Summary by Major Work Type (in Millions) WORK TYPE SFY 2007 SFY 2008 SFY 2009 SFY 2010 TOTAL #

More information

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 1 PLAN SUBGRADES Geotechnical Bulletin GB1 was jointly developed by the Offices

More information

Rural Road Safety Policy in Korea: Lesson Learned

Rural Road Safety Policy in Korea: Lesson Learned Regional Seminar on Safe, Climate Adaptive and Disaster Resilient Transport for Sustainable Development Nov. 17 th, Seoul Rural Road Safety Policy in Korea: Lesson Learned Sangjin HAN Korea Transport Institute

More information

Chapter III Preparation of Bill of Quantities

Chapter III Preparation of Bill of Quantities Chapter III Preparation of Bill of Quantities (including Preambles to Bill of Quantities) Preparation of Bill of Quantities Sub-division of Bill of Quantities 1 The Bill of Quantities is to be divided

More information

Figure 5.6a Construction worksites and corridor access Note: Indicative only, subject to detailed design.

Figure 5.6a Construction worksites and corridor access Note: Indicative only, subject to detailed design. A 0 NORTH 200 metres George Lane worksite North Strathfield Station worksite Strath eld Triangle A B Existing rail corridor Proposed underpass approach New/extended bridge Worksites Existing track Proposed

More information

RUNNYMEDE LOCAL AREA TRANSPORTATION PROGRAMME PROGRESS FOR 2003/04 2004/05 AND BID FOR 2005/06 TO 2010/11

RUNNYMEDE LOCAL AREA TRANSPORTATION PROGRAMME PROGRESS FOR 2003/04 2004/05 AND BID FOR 2005/06 TO 2010/11 S RUNNYMEDE LOCAL AREA TRANSPORTATION PROGRAMME PROGRESS FOR 2003/04 2004/05 AND BID FOR 2005/06 TO 2010/11 22 nd OCTOBER 2004 KEY ISSUES The Transportation Select Committee has asked all local transportation

More information

I-66 Pavement Rehabilitation

I-66 Pavement Rehabilitation I-66 Pavement Rehabilitation Fall Asphalt Conference Richmond, VA David Shiells, P.E. Virginia Department of Transportation David White Superior Paving Corporation October 2, 2012 Project Location 2 Goal

More information

Buildings Construction Procurement Strategy

Buildings Construction Procurement Strategy Buildings Construction Procurement Strategy Graham Strickleton Site, Buildings and Power supplies Procurement Manager JOURNEE DEDIEE AUX INDUSTRIELS ET AUX MEMBRES DU RESEAU A.P.I Disclaimer: these slides

More information

Prequalification Benefits and Process. Working with TMR

Prequalification Benefits and Process. Working with TMR Prequalification Benefits and Process Working with TMR James Ward Principal Manager (Infrastructure Contract Services) Contracts and Standards Engineering and Technology Why have prequalification? State

More information

Infrastructure Asset Management in a Large Scale European PPP Project. AgileAssets Article

Infrastructure Asset Management in a Large Scale European PPP Project. AgileAssets Article Infrastructure Asset Management in a Large Scale European PPP Project AgileAssets Article Page 2 Infrastructure Asset Management in a Large Scale European PPP Project How European PPP (Public-Private Partnership)

More information

4. Other Information Signs CHAPTER 4

4. Other Information Signs CHAPTER 4 4. Other Information Signs CHAPTER 4 Traffic Signs Manual Chapter 4 Other Information Signs Contents Page 4.1 Introduction... 4/3 General... 4/3 Types of Information Sign... 4/4 Design of Information

More information