Developing an Alternative Method for Assessing and Setting Speed Limits

Total Page:16

File Type:pdf, Size:1020Kb

Developing an Alternative Method for Assessing and Setting Speed Limits Developing an alternative means of assessing speed limits on rural single carriageway roads in Ireland using observed driver behaviour. Bernard C. Sweeney BEng, CEng, MIEI Supervisors: Dr. Tim McCarthy & Dr. Lars Pforte Thesis submitted in fulfilment of the requirements for the degree of Master of Science by Research National Centre for Geocomputation, Faculty of Science Maynooth University, Maynooth, Ireland April 2020 Abstract Speed limits in Ireland have undergone many changes since first introduced, most notably in 2005 when the State adopted metric speed limits. The challenge presented to the Department of Transport, Tourism and Sport and Local Authorities is to assess, manage and implement a system of speed limits that are appropriate, credible, transparent and have the support and respect of the road user. Until 2005 a National Speed Limit applied to all roads outside built-up areas. Metrification then occurred, and the National Speed Limit was replaced by a system of Default Speed Limits that were assigned to each class of road. Over time, this led to a lack of credibility and inconsistency in the speed limit system. This thesis presents a history of how Irish speed limits have evolved and how they are currently set and looks at Ireland’s collision history, its speed limits and its road safety performance in relation to other European countries. Current speed limit assessment methods, both in Ireland and in other jurisdictions, are also presented. An alternative means of assessing the appropriate speed limit for rural single carriageway roads is proposed by deriving a Safe Profile Velocity (Vsp) and an Efficiency Index value for the road or section of road under assessment, by capturing actual driver behaviour - the hypothesis being that the derived Safe Profile Velocity (Vsp) reflects what is occurring on the road and simplifies the assessment method in relation to current methodologies like the Speed Assessment Framework, while retaining core principles. A simplified assessment method is becoming increasingly necessary as Local Authority resources are limited, but demand for a credible speed limit system remains. This thesis contains seven case studies and shows the relationship between the Safe Profile Velocity (Vsp) and existing speed limits - the Efficiency Index, and shows the effect on this Index should the speed limit be altered. The question of considering the use of speed limit values that do not currently exist in legislation also emerges within this thesis. Areas where future analysis or further research may be beneficial are also proposed. i Acknowledgements My sincerest thanks go to Dr. Tim McCarthy and the team, Dr. Lars Pforte, Daire Walsh and Dr. Paul Lewis, for their help and assistance during my work and for the previous work they did on Safe Profile Velocities, which was the catalyst for developing an alternative means to set Speed Limits. Dr. Martin Charlton and Prof. Chris Brunsdon, though they may not have realised it at the time, frequently dropped in nuggets of wisdom and humour that, if not immediately apparent here in this thesis, make their way into some of these pages in some shape or form. I would also like to sincerely thank my Employer, Kildare County Council, who agreed to assist the Department of Transport, Tourism and Sport in the review of the 2010 Special Speed Limit Guidelines and assigned me to that task. In doing so, it fuelled my desire to endeavour to make a tangible contribution to road safety, culminating in my volunteering to undertake research to support that work. Without the support of my Employer, colleagues and the DTTAS Support Office team, this thesis would not have been possible, as it came at a time when resources were tight, and workloads were intensifying. I would also like to thank the Department of Transport, Tourism and Sport for supporting this work. If it were not for my parents, I wouldn’t be here writing this, and I would like to thank them for their tremendous support through University, I will never be able to thank them both enough. I’m sorry Dad that you didn’t get to see the finished product. Finally, I cannot fail to mention the love, encouragement and support I received from my wife, Ciara. Her inquisitive mind and attention to detail and ability to bring me back into the correct ‘driving lane’ in my mind helped me remove any doubts I had. Thank You. I promise I’ll tidy up now and we can have our house back, albeit temporarily...Ellie! ii Contents0B List of Figures ................................................................................................................ v List of Tables ............................................................................................................. viii Chapter 1 - Background & Introduction ....................................................................... 3 1.1 Background .......................................................................................................................... 3 1.2 Introduction ......................................................................................................................... 4 1.3 Methodology ........................................................................................................................ 7 1.4 Case Studies ......................................................................................................................... 7 1.5 Thesis Structure ................................................................................................................... 8 Chapter 2 - Ireland’s Roads and Speed Limits .............................................................. 9 2.1 The Road Network ............................................................................................................. 9 2.1.1 Motorways ............................................................................................................. 10 2.1.2 National Roads ..................................................................................................... 11 2.1.3 Regional Roads ..................................................................................................... 13 2.1.4 Local Roads ........................................................................................................... 14 2.2 Ireland’s Speed Limits ...................................................................................................... 17 2.2.1 History ................................................................................................................... 17 2.2.2 Current Structure of Speed Limits ...................................................................... 19 2.2.3 2013 Speed Limit Review ..................................................................................... 20 2.3 Design Parameters ............................................................................................................ 22 2.3.1 Design Speed ........................................................................................................ 22 2.3.2 Factors Affecting Speed ....................................................................................... 23 2.4 Summary ............................................................................................................................. 27 Chapter 3 - Ireland’s Road Safety Performance .......................................................... 29 3.1 Fatalities and Fatal Collisions .......................................................................................... 29 3.2 Collisions Excluding Fatal Collisions ............................................................................. 36 3.3 Fatal Collisions – Excessive Speed as a Contributory Factor..................................... 37 3.4 Summary ............................................................................................................................. 44 Chapter 4 - Comparing Ireland with Europe .............................................................. 45 4.1 Road Safety Performance ................................................................................................... 45 4.2 Speed Limits ........................................................................................................................ 49 4.3 Summary .............................................................................................................................. 54 Chapter 5 - Contemporary Assessment Methodologies .............................................. 55 5.1 Europe - The MASTER Framework ............................................................................. 56 5.2 The United Kingdom ....................................................................................................... 57 5.3 The Irish Approach .......................................................................................................... 59 5.4 The United States .............................................................................................................. 60 5.5 Summary ............................................................................................................................. 62 iii Chapter 6 - Proposed Methodology and Case Studies ................................................ 67 6.1 Introduction ....................................................................................................................... 67 6.2 Empirical Modelling - Deriving Vsp ...............................................................................
Recommended publications
  • The Eib Climate Survey 2019-2020
    THE EIB CLIMATE SURVEY 2019-2020 HOW CITIZENS ARE CONFRONTING THE CLIMATE CRISIS AND WHAT ACTIONS THEY EXPECT FROM POLICYMAKERS AND BUSINESSES THE EIB CLIMATE SURVEY 20 SURVEY THE EIB CLIMATE 1 9-2020 THE EIB CLIMATE SURVEY 2019-2020 3 THE EIB CLIMATE SURVEY 2019-2020 HOW CITIZENS ARE CONFRONTING THE CLIMATE CRISIS AND WHAT ACTIONS THEY EXPECT FROM POLICYMAKERS AND BUSINESSES The EIB Climate Survey 2019-2020 How citizens are confronting the climate crisis and what actions they expect from policymakers and businesses © European Investment Bank, 2020. 98 -100, boulevard Konrad Adenauer – L-2950 Luxembourg 3 +352 4379-1 U [email protected] www.eib.org twitter.com/eib facebook.com/europeaninvestmentbank youtube.com/eibtheeubank All rights reserved. All questions on rights and licensing should be addressed to [email protected] Photo credits: Shutterstock/Alexandros Michailidis. All rights reserved. Authorisation to reproduce or use these photos must be requested directly from the copyright holder. For further information on the EIB’s activities, please consult our website, www.eib.org. You can also contact [email protected]. Get our e-newsletter at www.eib.org/sign-up Published by the European Investment Bank. Printed on Circle offset 95, FSC Recycled. The EIB uses paper certified by the Forest Stewardship Council (FSC). Because it’s made by people who like trees. FSC promotes environmentally sound, socially beneficial, and economically viable management of the world’s forests. We all know reading is good for you. It’s good for the planet, too – as long as you read on the right paper.
    [Show full text]
  • Impact Assessment
    Title: Impact Assessment (IA) Raising the speed limit for HGVs >7.5T on dual carriageway roads IA No: DfT00280 Date: 23/09/2014 Lead department or agency: Stage: Final Department for Transport Source of intervention: Domestic Other departments or agencies: Type of measure: Primary legislation None Contact for enquiries: [email protected] Summary: Intervention and Options RPC Opinion: EANCB Validated Cost of Preferred (or more likely) Option Total Net Present Business Net Net cost to business per In scope of One-In, Measure qualifies as Value Present Value year (EANCB on 2009 prices) Two-Out? £0m £0m £0m Yes Zero net cost What is the problem under consideration? Why is government intervention necessary? On dual carriageways the speed limit for HGVs>7.5T is 50 mph. The average actual speed at which these HGVs travel in free flow conditions (when they are not held up by other traffic or obstructions such as junctions, hills or bends) is about 53 mph (excludes rigid 2 axle HGVs)1. More than 80% of HGVs exceed 50 mph in free-flow conditions. The limit is out of date and systematically ignored by professional HGV drivers. The proposal is to raise the speed limit on dual carriageway roads for these vehicles to 60mph, which would better reflect the capabilities of modern HGVs. Government intervention is necessary because speed is regulated by government, through speed limits, in order to balance the private benefits of speed of travel with the social costs and risks (such as related to safety) of high speeds. What are the policy objectives and the intended effects? The intention is to modernise the speed limit, improve compliance, make the limit more credible and legitimise the behaviour of professional drivers.
    [Show full text]
  • An Bord Pleanála
    An Bord Pleanála ROADS ACTS 1993 to 2007 PLANNING AND DEVELOPMENT ACTS 2000 to 2011 Cork County Council APPLICATION by the National Roads Authority of St Martin’s House, Ballsbridge, Dublin for approval under section 51 of the Roads Act, 1993, as amended, in accordance with documentation, including an environmental impact statement and a Natura impact statement, lodged with An Bord Pleanála on the 19 th day of July, 2012. PROPOSED ROAD DEVELOPMENT: An improved interchange at the location of the existing Dunkettle Interchange at the intersection of the N8 National Primary Road, the N25 National Primary Road and the N40 National Primary Road in the townlands of Lota, Dunkettle, Inchera, Kilcoolishal and Wallingstown, County Cork comprising: (i) a series of direct road links between the N8 National Primary Road, the N25 National Primary Road and the N40 National Primary Road and links to the R623 Regional Road in Wallingstown and to Burys Bridge in Dunkettle and Kilcoolishal, (ii) one number grade separated junction arrangement at the existing N25 National Primary Road approximately 650 metres to the east of the existing Dunkettle Interchange, (iii) four number roundabouts – two number at the grade separated junction, one number at the tie-in with the existing road network in Dunkettle and Kilcoolishal and one number at the tie-in with the existing road network in Wallingstown, ______________________________________________________________ 04.HA0039 An Bord Pleanála Page 1 of 5 (iv) 43 number major structures of various forms comprising: - one number overbridge, - seven number underbridges, - two number railway bridges, - one number footbridge, - modification of the northern approach structure to the Jack Lynch Tunnel, - seven number retaining walls, and - 24 number gantries, (v) several culverts where the scheme crosses watercourses or intertidal areas, and (vi) pedestrian and cyclist facilities, together with all ancillary and consequential works associated therewith.
    [Show full text]
  • Type 1 Single Carriageway Pavement Detail A
    A1 A B C D E F G H I J K L M N O P DESIGN REPORT 1 Notes: 1. This Drawing is only to be used for the Design Element identified in the title box. All other information shown on the drawing is to be considered indicative only. 2. These drawings are to be read in conjunction with all other relevant design drawings. 3. All dimensions are in (m) & are typical dimensions which are subject to requirements for visibility & curve widening. 2 3 3.00(MIN.) VARIES 3.00 2.50 7.30 2.50 3.00 VARIES VARIES 3.00 (MIN) VERGE HARD CARRIAGEWAY HARD VERGE SHOULDER 3.65 3.65 SHOULDER TRAFFIC TRAFFIC 1.00 LANE LANE FENCE LINE ROUNDING 0.50 VERGE LINE CONCRETE CHANNEL 1.00 1.00 CUT LINE IN ACCORDANCE WITH FENCE LINE 4 1.00 RCD/500/22 ROUNDING ROUNDING 0.10 TOPSOIL ROUNDING NORMAL CROSS NORMAL CROSS 0.50 0.50 FALL FALL TOE OF 1 5% VERGE LINE EMBANKMENT FOR FURTHER DETAILS 3 ON EARTHWORKS, 1 1 1 1 SEALED CARRIER DRAIN 5 5 5 5 REFER TO THE A EARTHWORKS SERIES 600 CUT CONDITION FILL CONDITION 1 0.10 TOPSOIL 0.75 3 VARIES FIN OR NARROW FOR FURTHER DETAILS FILTER DRAIN ON ROAD EDGE DRAINAGE TYPES, (WHERE REQUIRED) FOR FURTHER DETAILS REFER TO THE DRAINAGE SERIES 500 5 ON EARTHWORKS, REFER TO THE VARIES EARTHWORKS SERIES 600 UNLINED INTERCEPTOR DRAIN WHERE REQUIRED TYPE 1 SINGLE CARRIAGEWAY SCALE 1:100 (A1) 6 7 PAVEMENT DETAIL A Type A: N6 Type Single Carriageway.
    [Show full text]
  • Chapter 7: Infrastructure
    Navan Development Plan 2009-2015 November 2009 CHAPTER 7: INFRASTRUCTURE SECTIONS IN THIS CHAPTER 7.1 Transportation-Introduction 7.2 Goals 7.3 Roads 7.4 Pedestrians and Cyclists 7.5 Public Transport 7.6 Park & Ride, Parking, Loading & Taxi Ranks 7.7 Street Furniture & Lighting 7.8 Keeping the Street Clean 7.9 Water Supply & Sewerage Treatment & Disposal 7.10 Flooding 7.11 Sustainable Urban Drainage Systems 7.12 Telecommunications 7.13 Broadband 7.14 Solid Waste Collection & Disposal 7.15 Energy 161 Navan Development Plan 2009-2015 November 2009 7.1 Transportation-Introduction The context for this chapter is provided in Chapter Two of this Development Plan. The key to Navan’s sustainable growth is the development of an integrated land use and transportation system which provides for a development pattern that protects Navan’s architectural and natural heritage while providing for growth and economic development. The integration of land use and transportation policies, both in the town centre and outer suburban areas underpins the transportation strategy as outlined below. 7.2 Goals It is the goal of Navan Town Council and Meath County Council to create vibrant urban areas with good provision of public transport, reduced traffic congestion and an attractive urban centre, which is not dominated by the car. It is the main objective of the Planning Authorities to create an integrated and environmentally sound system, with particular emphasis on: Accessibility and choice of transport for all; Strong integration between transportation planning
    [Show full text]
  • User Manual for the Highways Agency's Routine Maintenance Management System
    RMMS MANUAL __________________________________________________ User Manual for the Highways Agency's Routine Maintenance Management System Copies available from:- Highways Agency Operations Support Division St Christopher House Southwark Street LONDON SE1 OTE Tel: 0171-921-3971 Fax: 0171-921-3878 Price £50.00 per copy © Crown Copyright 1996 HIGHWAYS AGENCY RMMS MANUAL CONTENTS INTRODUCTION Part 1: SURVEY 1.1 Introduction 1.2 Network Referencing 1.3 Survey Procedure Part 2: INVENTORY 2.1 Introduction 2.2 Surface Options 2.3 Carriageway 2.4 Footways and Cycle Tracks 2.5 Covers, Gratings, Frames and Boxes 2.6 Kerbs, Edgings and Pre-formed Channels 2.7 Highway Drainage 2.8 Communication Installations 2.9 Embankments and Cuttings 2.10 Grassed Areas 2.11 Hedges and Trees 2.12 Sweeping and Cleaning 2.13 Safety Fences and Barriers 2.14 Fences, Walls, Screens and Environmental Barriers 2.15 Road Studs 2.16 Road Markings 2.17 Road Traffic Signs 2.18 Road Traffic Signals 2.19 Road Lighting 2.20 Highway Structures Version 1 Amend.No 0 Issue Date May '96 HIGHWAYS AGENCY RMMS MANUAL CONTENTS (Continued) Part 3: INSPECTION 3.1 Introduction 3.2 RMMS Intervals and Frequencies 3.3 Carriageway 3.4 Footways and Cycle Tracks 3.5 Covers, Gratings, Frames and Boxes 3.6 Kerbs, Edgings and Pre-formed Channels 3.7 Highway Drainage 3.8 Communication Installations 3.9 Embankments and Cuttings 3.10 Grassed Areas 3.11 Hedges and Trees 3.12 Sweeping and Cleaning 3.13 Safety Fences and Barriers 3.14 Fences, Walls, Screens and Environmental Barriers 3.15 Road Studs 3.16
    [Show full text]
  • Indiana Drivers Manual: Ch. 7
    CHAPTER 7 | Safe Vehicle Operation CHAPTER SEVEN | SAFE VEHICLE OPERATION Even the most experienced drivers can be distracted while driving. A defensive driver looks out for the actions of other drivers and anticipates potential problems. LANE MARKINGS Lane markings separate traffic and alert drivers when it is permissible to pass other vehicles. Yellow Lane Markings Yellow lane markings separate multiple lanes of traffic going in opposite directions. You may cross a broken yellow line to pass another vehicle when it is safe, but you should not cross a solid yellow line except to turn. Two-lane road with a solid yellow line Two-lane road with a broken Four-lane road with a solid yellow line yellow line White Lane Markings White lane markings separate multiple lanes of traffic going in the same direction. Most roads with more than two lanes have broken white lines to separate the lanes. You may cross a broken white line when it is safe to change lanes, but you should not cross a solid white line. Three lanes of traffic with broken white lines CHANGING LANES AND PASSING OTHER VEHICLES Change only one lane at a time. When changing lanes to prepare for a turn, you must signal your intention to do so at least 200 feet prior to changing lanes or turning. Your signal distance must be at least 300 feet before the turn if you are operating a vehicle in a speed zone of at least 50 miles per hour. Do not weave in and out of lanes, which will greatly increase your risk of an accident.
    [Show full text]
  • Multi-Document Summarization Drivenby Domain-Specific Embedding
    POLITECNICO DI TORINO MASTER’s Degree in COMPUTER ENGINEERING MASTER’s Degree Thesis MULTI-DOCUMENT SUMMARIZATION DRIVEN BY DOMAIN-SPECIFIC EMBEDDING Supervisors Candidate prof. LUCA CAGLIERO MATTIA CARA prof. PAOLO GARZA MARCH 2020 Abstract Word embeddings are nowadays widely deployed in a large number of Natural Lan- guage Processing tasks. A word embedding is used to map each word belonging to a corpus, into a vector space, keeping semantic and syntactic properties. They are used in different implementations such as sentiment analysis, topic extraction, Part- Of-Speech tagging and of course document summarization. The focus of this thesis is towards this last job: the object is to extrapolate, given a collection of articles, the most relevant sentences to provide the reader only a limited set of information but hopefully the most meaningful. Particularly, the scope of this work is to empirically show that a domain-specific word embedding is able to extract a better summary with respect to a general-purpose one. A general-purpose word embedding is obtained after a training phase in which the input corpus is made of texts of various nature. On the other side, a domain-specific word embedding is trained using only documents that are treating that particular do- main. The idea behind is that, training a word embedding with documents belonging to the same domain will produce a better representation of all the words related to that argument, because, with respect to a non specific text, they are present more often and used in a more specific context. Other than that, a domain-specific embedding is capable to handle better words having multiple meanings: instead of treating each meaning with the same weight, the one linked to the precise domain will receive more relevance.
    [Show full text]
  • Waterford Bypass
    ENGINEERS IRELAND WATERFORD BYPASS WATERFORD BYPASS JOHN T. MURPHY, BE, CEng, FIEI, HDipMM, RConsEI Project Director, Mott MacDonald Ireland JOE SHINKWIN, BE, CEng, MIEI, DipMechEng Project Manager, Mott MacDonald Ireland Presented to a meeting of the Cork Region of Engineers Ireland 23rd February 2010 SYNOPSIS The N25 Waterford Bypass comprises a 16.3 km of dual carriageway bypass of Waterford City, 9.5 km of major link roads and an additional 13 km of side roads. It includes a 465 metre long dual carriageway cable-stayed bridge over the River Suir (with a 230m main span), plus a number of major viaduct and grade separated interchange structures totalling over 50 bridges. This paper describes the development of the current route for the N25 Waterford Bypass including the various phases of route selection. It deals with the project’s inclusion as a pilot PPP project and the development of the PPP contract. It follows the project through the statutory processes (including the discovery of Viking remains and the need to find a new route around the designated national monument site in Woodstown). The paper also describes the selection of the chosen bridge type for the Suir River Crossing and looks at some of the other major structures. Finally, the paper will briefly describe the construction contract and various aspects of construction. 1 MURPHY and SHINKWIN INTRODUCTION crossing of the Suir in the Waterford viii) were evaluated without area would impose costs on, and quantification while items v), vi), and vii) The need for a second river crossing of produce benefits for, the community at were derived in the process of the the River Suir in Waterford has been large.
    [Show full text]
  • 8-Strategic-Transport-Assessment.Pdf
    Strategic Transport Assessment Table of Contents TABLE OF CONTENTS Pages INTRODUCTION 1 CHAPTER 1 PLANNING AND TRANSPORTATION OVERVIEW – NATIONAL , REGIONAL AND LOCAL 3 1.1 Policy Hierarchy 3 1.2 The National Spatial Strategy (NSS) 3 1.2.1 Aims of National Spatial Strategy 3 1.2.2 Transport and the National Spatial Strategy 4 1.2.3 The Regional Planning Guidelines (RPGs) for the West Region 2010-2022 4 1.2.4 Transport and the RPGs 4 1.2.5 Smarter Travel – A Sustainable Transport Future A New Transport Policy for Ireland 2009 - 2020 5 1.2.6 National Cycle Policy Framework 5 1.3 Transport, County and Local Development Plans 5 1.3.1 Local Planning Policy: Settlements and Transportation 5 1.3.2 The County Development Plan - Key Sustainable Development and Transport Policies and Objectives and Specific Objectives 9 1.3.3 Local Planning Policies 9 1.3.4 Local Area Plans and Area Plans- Key Sustainable Development and Transport Objectives and Specific Objectives 9 1.4 Summary 10 Chapter 2 Overview of Road and Rail Transportation Networks National, Regional and Local 11 2.1 Introduction 11 2.2 Roads Overview – County Roscommon 15 2.2.1 National Roads 15 2.2.2 Regional Roads 15 2.2.3 Local Roads 15 2.4 Strategic Roads Investment 16 2.4.1 Proposed Roads Projects 16 2.5 The Rail Network – overview 16 Chapter 3 Transport Demand Types 19 3.1 Vehicular Travel 19 3.2 Rail Travel – Overview of Service within County Roscommon 20 3.2.1 Train Schedules 21 3.2.2 Rail Travel for Work Commuters 22 3.2.3 Rail Travel – Recent Patronage Trends 22 3.2.4 Rail Travel
    [Show full text]
  • TA 79/99 Amendment No 1 3
    Chapter 3 Volume 5 Section 1 Determination of Urban Road Capacity Part 3 TA 79/99 Amendment No 1 3. DETERMINATION OF URBAN ROAD CAPACITY 3.1 Table 1 sets out the types of Urban Roads and the features that distinguish between them and affect their traffic capacity. Tables 2 & 3 give the flow capacity for each road type described in Table 1. 3.2 Table 4 gives the adjustments when the proportion of heavy vehicles in a one way flow exceeds 15%. A heavy vehicle is defined in this context as OGV1, OGV2 or Buses and Coaches as given in the COBA Manual (DMRB 13.1 Part 4, Chapter 8). 3.3 The flows for road type UM in Table 2 apply to urban motorways where junctions are closely spaced giving weaving lengths of less than 1 kilometre. Urban motorways with layout and junction spacing similar to rural motorways can carry higher flows and TA46/97 “Traffic Flow Ranges for Use in the Assessment of New Rural Roads” will be more applicable. 3.4 Flows for single carriageways are based upon a 60/40 directional split in the flow. The one-way flows shown in Table 2 represent the busiest flow 60% figure. 3.5 The capacities shown apply to gradients of up to 5-6%. Special consideration should be made for steeper gradients, which would reduce capacity. 3.6 On-road parking reduces the effective road width and disrupts flow, e.g. where parking restrictions are not applied on road type UAP2 the flows are likely to be similar to UAP3 where unrestricted parking applies, see Table 1, Similarly effective parking restrictions can lead to higher flows.
    [Show full text]
  • The A19 Trunk Road
    THE CHARTERED INSTITUTION OF HIGHWAYS & TRANSPORTATION The A19 Trunk Road The A19 tends to live in the shadow of the more well known A1 it runs more or less parallel with. However, it is no less important to the region, serving the heavy industry and associated ports of Teesside, Wearside and Tyneside. Its journey from a single carriageway road linking coastal towns to modern day dual carriageway has been a painstaking process of over 45 years but has brought both economic and visual transformation to the North East. 1 A Broad History Today the A19 trunk road is a modern all-purpose dual carriageway running from the junction with the A1 at Seaton Burn, north of Newcastle, until it leaves the region south of Middlesbrough. It continues through North Yorkshire to Thirsk and, via a short link (A168), rejoins the A1 at Dishforth. The A19 itself continues as a non-trunk road to Doncaster. In 1952, the A19 was very different. It existed only south of the River Tyne and was a coastal route of single carriageway and relatively poor standard. Starting at South Shields it passed through Whitburn, Sunderland and Seaham, heading inland through Easington and then back out to the coast via Horden and onto Hartlepool. It then snaked its way through Billingham, Stockton, Eaglescliffe and Yarm. The improvements in our region towards the route we know today began at the Tyne Tunnel in 1967/8. The tunnel (£13.4m) was built with approach roads from the A1058 Newcastle to Tynemouth Coast Road (£6.5m) in the north and the A184 Gateshead to Sunderland Trunk Road (£3.5m) in the south.
    [Show full text]