What Went Wrong? British Highway Development Before Motorways
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GD 368 Infrastructure Requirements for Emergency Access and Egress from Motorway and All-Purpose Trunk Roads
Design Manual for Roads and Bridges General Principles and Scheme Governance Design GD 368 Infrastructure requirements for emergency access and egress from motorway and all-purpose trunk roads (formerly IAN 68/05) Revision 0 Summary This document contains the infrastructure requirements for emergency access and egress from motorway and all-purpose trunk roads. Application by Overseeing Organisations Any specific requirements for Overseeing Organisations alternative or supplementary to those given in this document are given in National Application Annexes to this document. Feedback and Enquiries Users of this document are encouraged to raise any enquiries and/or provide feedback on the content and usage of this document to the dedicated Highways England team. The email address for all enquiries and feedback is: [email protected] This is a controlled document. GD 368 Revision 0 Contents Contents Release notes 2 Foreword 3 Publishing information ................................................ 3 Contractual and legal considerations ........................................ 3 Introduction 4 Background ...................................................... 4 Assumptions made in the preparation of this document ............................. 4 1. Scope 5 Aspects covered ................................................... 5 Implementation ................................................... 5 Use of GG 101 .................................................... 5 2. Normative references 6 1 GD 368 Revision 0 Release notes Release notes Version Date Details of amendments 0 Mar 2020 GD 368 replaces IAN 68/05. This full document has been re-written to make it compliant with the new Highways England drafting rules. 2 GD 368 Revision 0 Foreword Foreword Publishing information This document is published by Highways England. This document supersedes IAN 68/05, which is withdrawn. Contractual and legal considerations This document forms part of the works specification. It does not purport to include all the necessary provisions of a contract. -
St Albans City Archive Catalogues - Transcription
St Albans City Archive Catalogues - Transcription Introduction The St Albans City Archive is one of the main sources of primary material for anyone researching the history of the city. However, understanding what is in the archive is daunting as the key finding aid, the catalogue produced by William Le Hardy in the 1940s, does not match the standard of modern catalogues. Improvements are underway. The City Archive has been held at Hertfordshire Archives & Local Studies (HALS) in Hertford since the 1990s. HALS are currently engaged in an extensive project to improve access to its catalogues via the internet. The City Archive is part of this project but it is likely to be several years before the fully revised catalogue is available on-line. In light of this and with HALS’ agreement, the St Albans & Hertfordshire Architectural & Archaeological Society (SAHAAS) has opted to publish the following transcription of Le Hardy’s catalogue together with relevant material from the ‘Interim’ catalogue. (The latter represents a further deposit by St Albans City Council in the 1990s). For the benefit of SAHAAS members, most of whom live closer to St Albans than to Hertford, we have noted on the transcript the following additional information: 1. Microfilm numbers: much of the pre-1830 archive has been microfilmed. Copies of these films are held in the Local Studies filing cabinets at St Albans Central Library. (See column marked Microfilm/Book) 2. A transcription of the St Albans Borough Quarter Sessions Rolls, 1784-1820, was published by the Hertfordshire Record Society (HRS) in 1991. (See column marked Microfilm/Book) Finally, some of the items catalogued by Le Hardy were not subsequently deposited by the City Council. -
CCEA GCSE Specification in Motor Vehicle and Road User Studies
NOTE CCEA will NOT be accepting entries from English centres for GCSE courses that begin in or after September 2012 CCEA GCSE Specification in Motor Vehicle and Road User Studies For first teaching from September 2009 For first assessment from Summer 2011 For first award in Summer 2011 Subject Code: 3070 Version 2 04 July 2012 Version 2: 4 July 2012 Foreword This booklet contains CCEA’s General Certificate of Secondary Education (GCSE) Motor Vehicle and Road User Studies for first teaching from September 2009. We have designed this specification to meet the requirements of the following: • GCSE Qualifications Criteria; • Common Criteria for all Qualifications; and • GCSE Controlled Assessment Generic Regulations. We will make the first full award based on this specification in summer 2011. We are now offering this specification as a unitised course. This development increases flexibility and choice for teachers and learners. The first assessment for the following unit will be available in summer 2010: • Unit 2: Investigative Study. We will notify centres in writing of any major changes to this specification. We will also publish changes on our website at www.ccea.org.uk The version on our website is the most up-to-date version. Please note that the web version may be different from printed versions. Centres in England CCEA will not be accepting entries from English centres for GCSE courses starting September 2012 onwards. Final awarding for English centres currently following this specification will be in Summer 2013. A final resit opportunity for candidates from English centres will be available in Summer 2014. -
OCC Legal Statement Changes Post
Changes to the Definitive Map & Statement of Public Rights of Way since 21st February 2006 Date Parish/Path Description Width Conditions & Remarks Number Limitations Abingdon Footpath 27 From North Avenue at Grid Reference SU 5029 9893 The Order confirmed Added by Modification Order 07/03/2006 100/27 between property numbers 13 and 15, 7.3.2006 provided a width confirmed 7.3.2006. south-south-westwards for approximately 133 metres 2.5 metres (min) along a strip of Common Land (Registration Number CL153), connecting with the western end of Mandeville Close at Grid Reference SU 5028 9882, to South Avenue at Grid Reference SU 5027 9880. Abingdon Footpath 28 From Colwell Drive at SU 4852 9717 leading generally 2m between SU 4852 1) Northern section added 19/02/2015 100/28 ENE for approx. 54m to SU 4857 9719, then NNW for 9717 and SU 4857 9719. by HA1980 S.38 Agreement approx. 51m and ESE to Willow Brook at SU 4856 9724.] 27.09.2001; came into effect 08.11.2004. 2) Western section added by HA1980 S.38 & 278 Agreement 15.08.2008; came into effect 23.12.2013. Abingdon Footpath 29 From the W end of Caldecott Chase at SU 49017 96473, 2 m. Added by HA1980 S.38 19/02/2015 100/29 leading N & W for approximately 22 m to Caldecott Road Agreement 05.06.2009; at SU 49007 96486. came into effect 06.01.2014. Abingdon Footpath 30 From Caldecott Chase at SU 49106 96470, leading N & E 2 m. Added by HA1980 S.38 19/02/2015 100/30 for approximately 26 m to SU 49109 96490. -
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 -
Sunshine Coast Transport Analysis Technical Note February 2017
Sunshine Coast Transport Analysis Technical Note February 201 7 Sunshine Coast Regional Council Document information Short title Sunshine Coast Council Transport Network Analysis Checked by: Guy Boughton Version: 2 February 2017 Author: Guy Boughton Created on: 30 June 2016 Last saved: 2 February 2017 Location saved: W:\scc\RSP\TIP\TP_Network_Conf\LGIP\Transport network report Transport Network Analysis Report P a g e | 2 Sunshine Coast Regional Council Contents 1.0 Introduction 5 1.1 Background 5 2.0Methodology 6 3.0Trunk Roads 7 4.0Transport Network Vaulation 9 5.0Desired Standard of Service 11 6.0Land Use and Demographics 14 6.1 Demographic Forecasts 14 6.2 Data Sources 14 6.3 Statistical Area Boundaries 19 6.4 Population 20 6.5 Employment 20 6.6 Enrolments 22 7.0Sunshine Coast Integrated Multi-Modal Model (SCIMMM) 23 7.1 Auto (Car) Demand 25 7.2 Spatial Distribution of Trips in Region and Jobs containment 27 7.3 2031 Daily Road Link Flows 27 7.4 Road Network Level of Service 29 7.5 Programmed Upgrades to the State Road Network 29 8.0Other Transport Models 36 9.0Project Prioritisation Model 37 10.0Programmed Upgrades to Council’s Trunk Road Network 38 11.0Conclusion 40 12.0Glossary of Key Terms and Abbreviations 41 12.1 Abbreviations and Acronyms 41 12.2 Key Terms 42 13.0References 43 Transport Network Analysis Report P a g e | 3 Sunshine Coast Regional Council Table Index Table 1 - Value 2016 Transport Network 10 Table 2 - DSS for Sunshine Coast’s Road Network 11 Table 3 - Urban transport corridors standards 12 Table 4 - Rural transport -
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. -
Road Traffic Act, 1960 8 & 9 Eliz
Road Traffic Act, 1960 8 & 9 ELIz. 2 CH. 16 ARRANGEMENT OF SECTIONS PART I GENERAL PROVISIONS RELATING TO ROAD TRAFFIC Offences connected with Driving of motor Vehicles Section 1. Causing death by reckless or dangerous driving. 2. Reckless, and dangerous, driving generally. 3. Careless, and inconsiderate, driving. 4. Speeding. 5. Driving under age. 6. Driving, or being in charge, when under influence of drink or drugs. 7. Motor racing on highways. 8. Restriction on carriage of persons on motor cycles. Offences connected with Riding ofpedal Cycles 9. Reckless, and dangerous, cycling. 10. Careless, and inconsiderate, cycling. 11. Cycling when under influence of drink or drugs. 12. Regulation of cycle racing on highways. 13. Restriction on carriage of persons on bicycles. Offences connected with Traffic generally 14. Drivers to comply with traffic directions. 15. Pedestrians to comply with directions to stop given by constables regulating vehicular traffic. 16. Leaving vehicles in dangerous positions. Restrictions on Use of motor Vehicles off Roadway 17. Control of use of footpaths and bridleways for motor vehicle trials. 18. Prohibition of driving motor vehicles elsewhere than on roads. i CH. 16 Road Traffic Act, 1960 8 & 9 Eziz. 2 Speed Limits on restricted Roads Section 19. General speed limit for restricted roads. 20. What roads restricted. 21. Provisions as to directions under sections 19 and 20. 22. Signs for indicating speed restrictions. 23. Provisions supplementary to sections 19 to 22. Speed Limits for certain Classes of Vehicles 24. Speed limits for vehicles of different classes or descriptions. Speed Limits: Exemptions 25. Exemption of fire engines, &c., from speed limits. -
Roads Are Often Crowded, Frequently in Poor Condition, Chronically Underfunded, and Are Becoming More Dangerous
OVERVIEW America’s roads are often crowded, frequently in poor condition, chronically underfunded, and are becoming more dangerous. More than two out of every five miles of America’s urban interstates are congested and traffic delays cost the country $160 billion in wasted time and fuel in 2014. One out of every five miles of highway pavement is in poor condition and our roads have a significant and increasing backlog of rehabilitation needs. After years of decline, traffic fatalities increased by 7% from 2014 to 2015, with 35,092 people dying on America’s roads. CAPACITY & CONDITION With over four million miles of roads crisscrossing the United States, from 15 lane interstates to residential streets, roads are among the most visible and familiar forms of infrastructure. In 2016 alone, U.S. roads carried people and goods over 3.2 trillion miles—or more than 300 round trips between Earth and Pluto. After a slight dip during the 2008 recession, Americans are driving more and vehicle miles travelled hit a record high in 2016. With more traffic on the roads, it is no surprise that America’s congestion problem is getting worse, but adding additional lanes or new roads to the highway system will not solve congestion on its own. More than two out of every five miles of the nation’s urban interstates are congested. Of the country’s 100 largest metro areas, all but five saw increased traffic congestion from 2013 to 2014. In 2014, Americans spent 6.9 billion hours delayed in traffic—42 hours per driver. All of that sitting in traffic wasted 3.1 billion gallons of fuel. -
The Permanence of Limited Access Highways*
The Permanence of Limited Access Highways* Adolf D. M ay, Jr. Assistant Professor of Civil Engineering Clarkson College of Technology Potsdam, N. Y. Almost all studies of urban and state highway needs point out that in general streets and highways are not adequate for present traffic. Furthermore, these studies indicate that future traffic will have greater demands, and unless more action is taken, the highways will deteriorate, structurally and geometrically, at a rate faster than they can be replaced. The American way of life is dependent upon highways, as ex emplified by the rapid development of commercial, industrial, and residential areas along a new highway. In certain cases, this land development has occurred before the highway was opened to traffic. In the development of a new high-type highway, design features are controlled to permit optimum safe speeds, but as soon as some highways are open there is so much of a conflict between the high speed of through traffic and the variable speed of local traffic that control of speed is often a necessity. Soon afterwards, slow signs, blinking lights, and finally stop signs and traffic lights become necessary, thus decreasing the effectiveness in the movement of through traffic. Then it is usually too late and too expensive to rehabilitate the geometric design of the route, and the usual procedure is to leave the existing route to serve adjacent property and to build a new route for the through traffic. However, without protection of the new route from the development of the adjacent property, the strangulation will occur again and the highway, particularly near urban areas, will again become geometrically inadequate for the intended purpose. -
The Automobile Accident Insurance Act
1 AUTOMOBILE ACCIDENT INSURANCE c A-35 The Automobile Accident Insurance Act being Chapter A-35 of The Revised Statutes of Saskatchewan, 1978 (effective February 26, 1979) as amended by the Statutes of Saskatchewan, 1979, c.69; 1979-80, c.92; 1980-81, c.34 and 83; 1982-83, c.16 and 22; 1983, c.66, 80 and 82; 1983-84, c.1, 16 and 54; 1984-85-86, c.1 and 47; 1986, c.1 and 33; 1986-87-88, c.29; 1988-89, c.37, c.42, c.44, c.54 and c.55; 1989-90, c.15; 1990-91, c.35; 1992, c.20; 1994, c.34; 1996, c.9; 1997, c.S-50.11 and 12; 1998, c.18; 2000, c.A-5.3, I-2.01 and 5; 2001, c.33; 2002, c.44; 2004, c.L-16.1, T-18.1 and 35; 2005, c.5; 2006, c.25; 2011, c.3; 2012, c.14; 2013, c.S-15.1, W-17.11 and c.27; 2014, c.E-13.1; 2015, c.F-13.1001, c.I-9.11, c.21 and c.28; 2016, c.11, c.27 and c.28; 2018, c.6, c.21 and c.42; and 2020, c.20. NOTE: This consolidation is not official. Amendments have been incorporated for convenience of reference and the original statutes and regulations should be consulted for all purposes of interpretation and application of the law. In order to preserve the integrity of the original statutes and regulations, errors that may have appeared are reproduced in this consolidation. -
ANALYSIS of HIGHWAY CONCESSIONS in EUROPE French Study for the DERD/WERD
CONTENTS ANALYSIS OF HIGHWAY CONCESSIONS IN EUROPE French Study for the DERD/WERD INTRODUCTION ……………………………………………………………………………………….….1 I. ROAD INFRASTRUCTURE CONCESSION PRACTICE IN EUROPE ……………………………2 I.1 TOLL CONCESSIONS …………………………………………………………………………………..5 I.1.1 Toll system advantages and disadvantages I.I.2. Toll system functions I.1.3. Acceptability of toll systems in Europe I.2 SHADOW TOLL CONCESSIONS…………………………………………………………………….14 I.2.1 Definition I.2.2 Shadow toll practice in Europe I.2.3 Advantages and disadvantages of shadow tolls I.3. INITIAL CONCLUSIONS CONCERNING THE ROAD INFRASTRUCTURE CONCESSION APPROACH IN EUROPE …………………………………………………………18 I.3.1. Concession approach and remuneration of the concession company I.3.2. Widely varying road infrastructure practice in Europe I.3.3. Concession contracts compared with other infrastructure funding systems I.3.4 Principal merits of concession contracts I.3.5 Integration of socio-economic and equity return in connection with the decision to set up a concession contract I.3.6 Comparison of state-owned and private concession companies II. KEY COMPONENTS OF A ROAD INFRASTRUCTURE CONCESSION….………………...…38 II. 1. CONCESSION LOT SIZE………………………………………………………………………….…38 II. 2. ROAD INFRASTRUCTURE CONCESSION PERIOD……………………………………..………3 II.3 DEFINITION OF TOLL CHARGES …………………………………………………..………………40 II.3.1 Setting toll charges II.3.2 Remuneration of concession companies on a DBFO type basis – the interesting "traffic band concept II.4 CONCESSION COMPANY SELECTION PROCEDURES AND CRITERIA……………………...44 II.5 CONCESSION COMPANY FREEDOM………………………………………………………………46 II.6 SHARING OF RISKS BETWEEN PUBLIC AUTHORITIES AND CONCESSION COMPANIES ……….48 II.6.1. Transfer of risks in the case of a toll concession II.6.2 Transfer of risks in a shadow toll system II.7.