APPENDIX 18 Stage 1 Road Safety Audit & Designers Response Secondment & Outsourcing ROOKERY RESOURCE FACILITY GREEN LANE, STEWARTBY STAGE 1 ROAD SAFETY AUDIT 2nd July 2010 Waterman Aspen Limited Lockington Hall Lockington Derby DE74 2RH T 01509 674567 F 01509 674623 www.watermanaspen.co.uk REV ISSUE STATUS PREPARED CHECKED APPROVED BY/DATE BY/DATE BY/DATE 1 Draft C Young P Chapman 2 Final C Young P Chapman Secondment & Outsourcing Disclaimer note This report has been produced solely for the use of the client and shall not be assigned to, or relied upon by others without the express written permission of Waterman Aspen Ltd. Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby CONTENTS 1.0 INTRODUCTION 2 2.0 THE PROPOSALS 2 2.1 DOCUMENTS AND INFORMATION NOT PROVIDED 3 3.0 ACCIDENT HISTORY 3 AUDITOR’S EVALUATION 4.0 MATTERS ARISING FROM THE ROAD SAFETY AUDIT 4 5.0 GENERAL COMMENTS 7 APPENDICES APPENDIX ONE 6.0 ROAD SAFETY AUDIT TEAM STATEMENT 9 APPENDIX TWO 7.0 PROBLEM LOCATION PLAN 10 APPENDIX THREE 8.0 LIST OF DRAWINGS AND DOCUMENTS PROVIDED TO THE AUDIT TEAM 12 1 Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby 1.0 INTRODUCTION 1.1 This report is a Stage One Feasibility Stage Road Safety Audit (RSA) carried out on the above scheme at the request of Waterman Boreham Ltd. 1.2 The RSA team, staff members from Waterman Aspen, present at the RSA were: Chris Young AMIHE AMCIHT MSoRSA Audit Team Leader Peter Chapman B Eng (Hons) C Eng MICE MCIHT Audit Team Member We confirm that no member of the Audit Team has been involved with the design process 1.3 A site visit was carried out on Friday 2nd July 2010 at 10:00hrs. The weather during the site visit was overcast with a dry carriageway surface. 1.4 The RSA brief issued to the team comprised various elements listed at Appendix Two. 1.5 The terms of reference of the RSA are as described in the Design Manual for Roads and Bridges HD19/03 – Road Safety Audit. This standard has been used for guidance only. The RSA team has examined and reported only the road safety issues of the scheme as presented and has not examined or verified the compliance of the design to any other criteria. All of the problems described in this report are considered by the RSA team to require action in order to improve the safety of the scheme and minimise collision occurrence. PLEASE NOTE: If any of the problems or recommendations within this RSA report are not accepted, a signed exception report is required by the RSA Team Leader. 1.6 No previous RSAs have been carried out by Waterman Aspen. 2.0 PROPOSALS The scheme comprises of the construction of a new priority junction vehicular access to the new development, with associated localised carriageway widening to facility a new ghost right turn bay within Green Lane. The unadopted new internal access road is to be traffic calmed along with other associated improvements to non-motorised user facilities on the approaches to the development. 2 Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby 2.1 DOCUMENTS AND INFORMATION NOT PROVIDED DEPARTURES FROM STANDARD No Departures from Standard have been highlighted to the RSA team. SWEPTPATH ANALYSIS No details of any vehicle sweptpaths were provided to the audit team 3.0 ACCIDENT HISTORY 3.1 The personal injury accident data supplied within the Road Safety Audit Brief for the period of January 2004 to January 2009 summarised four personal injury collisions along the section of Green Lane included within this scheme, one of which resulted in a fatality. No collisions were recorded within this period for Stewartby Way. 3 Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby 4.0 MATTERS ARISING FROM THIS (STAGE ONE) ROAD SAFETY AUDIT 4.1 Location: Green Lane east of the proposed new development access 4.1 Problem Summary: Risk of vehicle loss of control type collisions The location of the proposed central pedestrian refuge on the apex of the bend is cause for concern. Site observations showed the majority of vehicles travelling east to west were travelling at elevated speeds and were noted to encroach across the centre line to straight line the bend. As a consequence drivers may not be aware of the presence of the new refuge due to the limited forward visibility available. Recommendation Relocate the pedestrian refuge to the east away from the carriageway bend, and provide colour surface infill within the tapered lead in to the right turn lane to deter vehicles from overrunning this section. 4.2 Location: Green Lane east of the proposed new development access 4.2 Problem Summary: Risk of pedestrian / vehicle conflict The location of the proposed central pedestrian refuge on the apex of the bend is cause for concern. The presence of a mature hedge line along the northern highway boundary reduces the visibility splays to and from the northernmost pedestrian crossing point. Albeit acknowledged the pedestrian visibility splays to the east are improved significantly when taken from the centre of the proposed pedestrian refuge. Recommendation Notwithstanding the recommendation made within point 4.1 of this report, remove the hedge line overgrowth back to the highway boundary. Note this will also provide increased visibility splays for vehicles exiting the new development access. 4 Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby 4.3 Location: Green Lane adjacent to the new site access 4.3 Problem Summary: Risk of vehicle conflict The introduction of the ghost right turn bay results in the eastbound through lane being reduced to approximately 3.0m in width, this along with the excessive horizontal deflection will result in eastbound traffic overrunning the central right turn lanes to straighten the movement through this section potentially conflicting with other vehicles. Recommendation Provide a central splitter island to prevent vehicles from encroaching into the right turn lane. However ensure the location does not impede the sweptpaths of long vehicles exiting the new development access road. 4.4 Location: Green Lane adjacent to the new site access 4.4 Problem Summary: Risk of head on type vehicle conflicts The proposed forward visibility splays for right turning traffic into the new development is notably impeded by the carriageway horizontal alignment and presence of a mature hedge line to the rear of the highway boundary. As slow moving right turning traffic may not have an adequate clear visibility envelope to enable them to safely complete the turning movement. Recommendation Remove all the overgrowth to the extent of the highway boundary, and provide warning signage on the westbound approach to forewarn drivers of the pending hazard. 5 Secondment & Outsourcing Rookery Resource Facility – Green Lane, Stewartby 4.5 Location: Green Lane west of the proposed access 4.5 Problem Summary: Risk of sideswipe type vehicle conflicts Adjacent to the development on the westbound approach to the railway level crossing, is a signed dedicated waiting point for large /slow vehicles to stop and use the nearby telephone to gain permission to cross at the level crossing. Large stationary vehicles at this point will obstruct sightlines for vehicles exiting the new development. Recommendation In the absence of an identifiable alternative suitable large / slow vehicles waiting point, determine the frequency of large / slow vehicles waiting at this location to enable a risk assessment to be undertaken to establish the likelihood of a potential conflict occurring as a result of this issue. 6
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