{"id":59,"date":"2005-09-27T12:06:31","date_gmt":"2005-09-27T12:06:31","guid":{"rendered":""},"modified":"-0001-11-30T00:00:00","modified_gmt":"-0001-11-30T00:00:00","slug":"Is_it_safe_for_cyclists_to_put_ramps_on_a_hill?","status":"publish","type":"post","link":"https:\/\/davidhealy.com\/?p=59","title":{"rendered":"Is it safe for cyclists to put ramps on a hill?"},"content":{"rendered":"<p>It seems to me that ramps on a hill risk knocking cyclists freewheeling<br \/>\ndownhill off their bikes.&nbsp; This is what Fingal is currently doing<br \/>\nat Yellow Walls Road in Malahide, a location used by lots of children<br \/>\ngoing to school.&nbsp; I&#8217;m particularly aware of it because it&#8217;s part<br \/>\nof my route to Fingal County Council&#8217;s offices in Swords and while it&#8217;s<br \/>\noutside my area, I&#8217;m concerned because of the risk that someone could<br \/>\nbe seriously hurt.<\/p>\n<p>I would be grateful for any feedback on this.&nbsp; Below, I have put copies of correspondence on this subject.<br \/>\n ________________________________________<br \/>\nFrom: Daith&iacute; &Oacute; h&Eacute;alaithe \/ David Healy [mailto:verdire@eircom.net] <br \/>\nSent: 6 May 2005 18:01<br \/>\nTo: Peter Caulfield (peter.caulfield@fingalcoco.ie)<br \/>\nCc: Dto (dto)<br \/>\nSubject: Seabury\/Old Yellow Walls Traffic Management Scheme<\/p>\n<p>Dear Peter,<\/p>\n<p>I refer to the above scheme proposal.&nbsp; As you know this is a<br \/>\npotentially important route for cyclists accessing local schools and<br \/>\ntravelling between Swords and Malahide.<\/p>\n<p>You indicated at today&rsquo;s meeting&nbsp; (5th May 2005) of the local area<br \/>\ncommitee that the scheme would be subjected to a safety audit.&nbsp; As<br \/>\nyou know I am particularly concerned that the placing of ramps on a<br \/>\nhill as proposed is potentially dangerous to cyclists.&nbsp; I am also<br \/>\nconcerned that the footpath widths proposed are sub-standard with<br \/>\npredictable consequences of pedestrians using the carriageway to pass<br \/>\neach other. &nbsp;<\/p>\n<p>I am just writing to formally ensure that these issues are noted for the purpose of the safety audit and addressed in it.<\/p>\n<p>Is mise, le meas,<\/p>\n<p>\nDavid Healy<\/p>\n<p>Cc: Dublin Transportation Office (please circulate to officer(s) responsible for cycling facilities and pedestrian issues.<br \/>\n{mospagebreak}OLD YELLOW WALLS ROAD SHUTTLE LIGHTS<\/p>\n<p>Stage 1 Road Safety Audit<\/p>\n<p>Report&nbsp;&nbsp;&nbsp; <br \/>\nSeptember 2004&nbsp;&nbsp;&nbsp; <\/p>\n<p>\nPrepared for:&nbsp;&nbsp;&nbsp; <br \/>\n&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; <br \/>\nClifton Scannell Emerson<br \/>\nSeafort Lodge<br \/>\nCastledawson Avenue<br \/>\nBlackrock<br \/>\nCo. Dublin<br \/>\nIreland<\/p>\n<p>Prepared by:&nbsp;&nbsp;&nbsp; <br \/>\nSteer Davies Gleave<br \/>\n1 York Place<br \/>\nLeeds<br \/>\nLS1 2DR<\/p>\n<p>[t] +44 (0)113-242 9955<br \/>\n[i] www.steerdaviesgleave.com&nbsp;&nbsp;&nbsp; <\/p>\n<p>&nbsp;<br \/>\nContents&nbsp;&nbsp;&nbsp; Page<br \/>\n1.&nbsp;&nbsp;&nbsp; INTRODUCTION&nbsp;&nbsp;&nbsp; 2<br \/>\n2.&nbsp;&nbsp;&nbsp; ITEMS RAISED FROM THIS (STAGE 1) AUDIT&nbsp;&nbsp;&nbsp; 4<br \/>\nGeneral&nbsp;&nbsp;&nbsp; 4<br \/>\nSignals&nbsp;&nbsp;&nbsp; 5<br \/>\n3.&nbsp;&nbsp;&nbsp; AUDIT TEAM STATEMENT&nbsp;&nbsp;&nbsp; 8<\/p>\n<p>&nbsp;<br \/>\n1.&nbsp;&nbsp;&nbsp; INTRODUCTION<br \/>\n1.1&nbsp;&nbsp;&nbsp; This report results from a Stage 1 Safety Audit<br \/>\ncarried out on a proposed traffic management scheme along Old Yellow<br \/>\nWalls Road, Malahide, Ireland.<br \/>\n1.2&nbsp;&nbsp;&nbsp; The scheme forms a component of an area wide<br \/>\ntraffic management scheme seeking to address issues of road safety,<br \/>\nexcessive vehicle speeds and rat-running through residential areas to<br \/>\nthe west of Malahide town centre. The Old Yellow Walls Road scheme<br \/>\nadditionally seeks to address issues arising from narrow carriageway<br \/>\nand footway widths.<br \/>\n1.3&nbsp;&nbsp;&nbsp; Old Yellow Walls Road is subject to 30 mph speed<br \/>\nlimit and currently caters for a two-way all day traffic flow of 15,000<br \/>\nvehicles. The road accommodates two bus routes with approximately 6<br \/>\nbuses per hour in each direction.<br \/>\n1.4&nbsp;&nbsp;&nbsp; The scheme proposes a consistent cross-section of<br \/>\na 5.0m carriageway with 1.5m footway, speed tables and a short section<br \/>\nof one-way shuttle working controlled by a new traffic signal<br \/>\ninstallation.<br \/>\n1.5&nbsp;&nbsp;&nbsp; The scope of the audit is defined as the length<br \/>\nof Old Yellow Walls Road between Hillcrest and Millview Road.&nbsp; <br \/>\n1.6&nbsp;&nbsp;&nbsp; The Design Organisation is:<br \/>\nClifton Scannell Emerson Associates, Seafort Lodge, Castledawson Avenue, Blackrock, County Dublin, Ireland.<br \/>\n1.7&nbsp;&nbsp;&nbsp; The audit was carried out by:<br \/>\nAndrew Barker BEng (Hons) CEng MICE<br \/>\nSteer Davies Gleave (Leeds), Principal Consultant.<br \/>\nMatthew Gatenby MEng MILT MIHT <br \/>\nSteer Davies Gleave (Leeds), Senior Consultant.<br \/>\n1.8&nbsp;&nbsp;&nbsp; The Audit was carried out in the Leeds office of<br \/>\nSteer Davies Gleave on the 9th and 10th September 2004 following a site<br \/>\nvisit on 8th September 2004. The audit comprised of an examination of<br \/>\nthe documents forming the audit brief and an examination of the site.<br \/>\nThis information was considered sufficient for the purpose of carrying<br \/>\nout the road safety audit requested.<br \/>\n1.9&nbsp;&nbsp;&nbsp; Andrew Barker undertook the visit to the site in<br \/>\nthe afternoon and evening of 8th September 2004 (15:00-18:00hrs). On<br \/>\nthe day of the site visit the prevailing conditions were fine and the<br \/>\nroad surface was dry. <br \/>\n1.10&nbsp;&nbsp;&nbsp; The Audit was undertaken with reference to the<br \/>\nHighways Agency standard HD 19\/03 and to The Institution of Highways<br \/>\nand Transportation &quot;Guidelines for the Safety Audit of Highways&quot;.<br \/>\nComments and recommendations in this report are on the road safety<br \/>\nimplications of the scheme, as presented, and do not verify the<br \/>\ncompliance of the design to any other criteria.<br \/>\n1.11&nbsp;&nbsp;&nbsp; The following reference documents were studied as part of the audit:<br \/>\n&bull;&nbsp;&nbsp;&nbsp; Clifton Scannell Emerson drawing no. 02_089\/109,<br \/>\ntitled &ldquo;Old Yellow Walls Road Traffic Management Plan &ndash; Alternative<br \/>\nOption Shuttle Lights&rdquo;, dated August 2004.<br \/>\n&bull;&nbsp;&nbsp;&nbsp; Clifton Scannell Emerson drawing no. 02_089\/111,<br \/>\ntitled &ldquo;Old Yellow Walls Road Alternative B &#8211; Shuttle Lights Full<br \/>\nArea&rdquo;, dated August 2004.<br \/>\n&bull;&nbsp;&nbsp;&nbsp; Clifton Scannell Emerson drawing no. 02_089\/002,<br \/>\ntitled &ldquo;Old Yellow Walls Road &ndash; Traffic Count Locations&rdquo;, dated<br \/>\n22\/11\/2002.<br \/>\n&bull;&nbsp;&nbsp;&nbsp; Accident data printout for the period 1994 to 1999.<\/p>\n<p>\n2.&nbsp;&nbsp;&nbsp; ITEMS RAISED FROM THIS (STAGE 1) AUDIT<br \/>\nGeneral<br \/>\nProblem<br \/>\n2.1&nbsp;&nbsp;&nbsp; Location: Entire length of highway link, except shuttle section.<br \/>\n2.2&nbsp;&nbsp;&nbsp; Summary: Narrow carriageway width may increase<br \/>\nthe risk of accidents due to vehicles clashing. Increased risk to<br \/>\ncyclists. Increased risk to pedestrians from vehicles encroaching onto<br \/>\nfootway.<br \/>\n2.3&nbsp;&nbsp;&nbsp; The proposed carriageway width of 5.0m is<br \/>\nnarrower than existing. Whilst speeds may be lower and heavy goods<br \/>\nvehicles are to be banned from using the link, use by 2.45m wide<br \/>\ndouble-decker buses remains. This is particularly relevant on the bend<br \/>\nlocated at the west end of the proposed scheme.<br \/>\nRecommendation<br \/>\n2.4&nbsp;&nbsp;&nbsp; Maximise the width of carriageway by locally widening to match the extent of the highway land available.<br \/>\nProblem<br \/>\n2.5&nbsp;&nbsp;&nbsp; Location: Old Yellow Walls Road, between Estuary Road and Millview Road.<br \/>\n2.6&nbsp;&nbsp;&nbsp; Summary: The standard and nature of the highway<br \/>\nlink differs appreciably from the surrounding highway network.<br \/>\nIncreased risk of accidents due to unexpected driving conditions.<br \/>\n2.7&nbsp;&nbsp;&nbsp; Old Yellow Walls Road, between Estuary Road and<br \/>\nMillview Road has a lower standard of alignment, forward visibility and<br \/>\ncarriageway\/footway width than roads in the surrounding highway<br \/>\nnetwork. <br \/>\nRecommendation<br \/>\n2.8&nbsp;&nbsp;&nbsp; Employ &lsquo;Road Narrows Dangerously&rsquo; traffic signs on the approaches to the sub-standard section.<br \/>\nSignals<br \/>\nProblem<br \/>\n2.9&nbsp;&nbsp;&nbsp; Location: Shuttle section<br \/>\n2.10&nbsp;&nbsp;&nbsp; Summary: Increased risk of vehicle collision due to drivers not clearing one-way section.<br \/>\n2.11&nbsp;&nbsp;&nbsp; It is anticipated that at peak periods delays<br \/>\nwill be experienced by vehicles queuing on the approaches to the<br \/>\nsignals. Driver frustration may result in vehicles &lsquo;following through&rsquo;<br \/>\nthe section despite the signal turning red.<br \/>\nRecommendation<br \/>\n2.12&nbsp;&nbsp;&nbsp; Introduce a system of &ldquo;all-red extension&rdquo;<br \/>\ndetection loops between the signal installations to monitor vehicles<br \/>\nclearing the one-way section, and extend the all-red clearance period<br \/>\nwhen necessary.<br \/>\nProblem<br \/>\n2.13&nbsp;&nbsp;&nbsp; Location: Shuttle section &ndash; signal locations<br \/>\n2.14&nbsp;&nbsp;&nbsp; Summary: Risk of vehicles striking signal heads\/poles.<br \/>\n2.15&nbsp;&nbsp;&nbsp; Several of the proposed signal pole locations have insufficient clearance from vehicular traffic.<br \/>\nRecommendation<br \/>\n2.16&nbsp;&nbsp;&nbsp; Re-site poles such that signal heads are a<br \/>\nminimum of 300mm from carriageway edge (or greater in areas of high<br \/>\ncarriageway crossfall).&nbsp; <br \/>\nProblem<br \/>\n2.17&nbsp;&nbsp;&nbsp; Location: Shuttle section &ndash; signal locations<br \/>\n2.18&nbsp;&nbsp;&nbsp; Summary: Risk of vehicular accidents due to non-standard layout of signal heads.<br \/>\n2.19&nbsp;&nbsp;&nbsp; Whilst it is appreciated that the design is at<br \/>\nan early stage, the proposed signal locations appear non-standard in<br \/>\nterms of location and of primary\/secondary provision. This is<br \/>\nespecially relevant due to spatial constraints and the possible<br \/>\nreliance on third party land. <br \/>\nRecommendation<br \/>\n2.20&nbsp;&nbsp;&nbsp; Re-position signal heads.&nbsp; <br \/>\nProblem<br \/>\n2.21&nbsp;&nbsp;&nbsp; Location: Shuttle section &ndash; westbound stop-line<br \/>\n2.22&nbsp;&nbsp;&nbsp; Summary: Risk of accidents from vehicles emerging from private driveway with inadequate visibility.<br \/>\n2.23&nbsp;&nbsp;&nbsp; The location of the stop line will result in<br \/>\npoor access\/egress manoeuvres for users of the private driveway.<br \/>\nVisibility will be impaired by the presence of waiting vehicles. <br \/>\nRecommendation<br \/>\n2.24&nbsp;&nbsp;&nbsp; Re-position stop line and consider use of &lsquo;Yellow-box&rsquo; markings.&nbsp; <br \/>\nProblem<br \/>\n2.25&nbsp;&nbsp;&nbsp; Location: Shuttle section &ndash; westbound stop-line<br \/>\n2.26&nbsp;&nbsp;&nbsp; Summary: Risk of shunt accidents for westbound vehicles approaching stop line.<br \/>\n2.27&nbsp;&nbsp;&nbsp; Forward visibility to the westbound stop line<br \/>\nlocation and nearside primary signal head is sub-standard. The<br \/>\nmitigation proposal to cut back the hedgerow may prove unworkable<br \/>\nbeyond the current highway boundary. The proposed off-side primary<br \/>\nsignal will experience masking by eastbound traffic. <br \/>\nRecommendation<br \/>\n2.28&nbsp;&nbsp;&nbsp; Employ warning sign &lsquo;Traffic Signals Ahead&rsquo; on nearside as well as proposed off-side location.<br \/>\n2.29&nbsp;&nbsp;&nbsp; Re-position signal\/stop line to achieve 50m<br \/>\nforward visibility, giving consideration to the likelihood of future<br \/>\nhedge growth.<br \/>\nProblem<br \/>\n2.30&nbsp;&nbsp;&nbsp; Location: Shuttle section &ndash; stop-lines<br \/>\n2.31&nbsp;&nbsp;&nbsp; Summary: Risk of shunt and overshoot accidents for vehicles approaching stop lines.<br \/>\n2.32&nbsp;&nbsp;&nbsp; Both stop are located on down-gradients. <br \/>\nRecommendation<br \/>\n2.33&nbsp;&nbsp;&nbsp; Employ high skid-resistant surface on the approach to the signal stop-lines.<\/p>\n<p>\n3.&nbsp;&nbsp;&nbsp; AUDIT TEAM STATEMENT<br \/>\n3.1&nbsp;&nbsp;&nbsp; I certify that I have examined the drawings and<br \/>\ndocuments listed at the beginning of this report and have visited the<br \/>\nsite.&nbsp; The examination has been carried out with the sole purpose<br \/>\nof identifying any features of the design that could be removed or<br \/>\nmodified in order to improve the safety of the scheme.&nbsp; The<br \/>\nproblems identified have been noted in this report together with<br \/>\nassociated safety improvement suggestions that I recommend should be<br \/>\nstudied for implementation.&nbsp; I have not been involved with the<br \/>\nscheme design.<br \/>\nAUDIT TEAM LEADER<\/p>\n<p>Signed&nbsp;&nbsp;&nbsp; &hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip; &nbsp;&nbsp;&nbsp; Date&nbsp;&nbsp;&nbsp; &hellip;&hellip;&hellip;&hellip;&hellip;&hellip;&hellip;<br \/>\n&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; Andrew Barker BEng (Hons) CEng MICE<br \/>\nSteers Davies Gleave<br \/>\n1 York Place<br \/>\nLeeds, LS1 2DR<br \/>\nUK<\/p>\n<p>\nAUDIT TEAM MEMBERS<\/p>\n<p>Matthew Gatenby MEng MILT MIHT<br \/>\nSteers Davies Gleave<br \/>\n1 York Place<br \/>\nLeeds, LS1 2DR<br \/>\nUK<\/p>\n<p>&nbsp;<\/p>\n<p>CONTROL SHEET<\/p>\n<p>Project\/Proposal Name:&nbsp;&nbsp;&nbsp; OLD YELLOW WALLS ROAD SHUTTLE LIGHTS<\/p>\n<p>&nbsp;&nbsp;&nbsp; <br \/>\nDocument Title:&nbsp;&nbsp;&nbsp; Stage 1 Road Safety Audit<\/p>\n<p>&nbsp;&nbsp;&nbsp; <br \/>\nClient Contract\/Project Number:&nbsp;&nbsp;&nbsp; <br \/>\n&nbsp;&nbsp;&nbsp; <br \/>\nSDG Project\/Proposal Number:&nbsp;&nbsp;&nbsp; 205959<br \/>\n&nbsp;&nbsp;&nbsp; <br \/>\nISSUE HISTORY<\/p>\n<p>Issue No.&nbsp;&nbsp;&nbsp; Date&nbsp;&nbsp;&nbsp; Details<br \/>\n1&nbsp;&nbsp;&nbsp; 13\/09\/2004&nbsp;&nbsp;&nbsp; 1st Issue<br \/>\nREVIEW<\/p>\n<p>Originator:&nbsp;&nbsp;&nbsp; ADB<br \/>\n&nbsp;&nbsp;&nbsp; <br \/>\nOther Contributors:&nbsp;&nbsp;&nbsp; MCG<br \/>\n&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; <br \/>\nReview By:&nbsp;&nbsp;&nbsp; Print:&nbsp;&nbsp;&nbsp; Andy Barker<br \/>\n&nbsp;&nbsp;&nbsp; &nbsp;&nbsp;&nbsp; <br \/>\n&nbsp;&nbsp;&nbsp; Sign:&nbsp;&nbsp;&nbsp; <\/p>\n<p>DISTRIBUTION<\/p>\n<p>Clients:&nbsp;&nbsp;&nbsp; Geoff Emerson, Clifton Scannell Emerson Associates<br \/>\n&nbsp;&nbsp;&nbsp; <br \/>\nSteer Davies Gleave:&nbsp;&nbsp;&nbsp; File<\/p>\n<p>{mospagebreak}<br \/>\nFrom: David Healy \/ Daith&iacute; &Oacute; h&Eacute;alaithe [mailto:verdire@eircom.net] <br \/>\nSent: 27 September 2005 11:36<br \/>\nTo: &#8216;leedsinfo@sdgworld.net&#8217;<br \/>\nCc: Jeroen Buis (jeroen.buis@dto.ie)<br \/>\nSubject: Attn: Andrew Barker, re: Safety Audit for Old Yellow Walls Road<\/p>\n<p>Dear Mr. Barker,<\/p>\n<p>I refer to the safety audit carried out on the Old Yellow Walls Road<br \/>\nscheme, a copy of which I attach.&nbsp; I also attach below<br \/>\ncorrespondence to the Transport Department of Fingal County Council in<br \/>\nrelation to the safety audit.&nbsp; <\/p>\n<p>I would be grateful if you could indicate whether the two issues I<br \/>\nraised in my letter were considered as part of the safety audit and if<br \/>\nso what the results of that consideration were.&nbsp; <\/p>\n<p>Cllr. David Healy<br \/>\nGreen Party\/Comhaontas Glas<br \/>\n&nbsp;<br \/>\nwww.davidhealy.com<br \/>\n54, P&aacute;irc &Eacute;abh&oacute;ra, Beann &Eacute;adair, B.&Aacute;.C. 13<br \/>\n01 8324087<br \/>\n087 6178852<\/p>\n<p>From: Daith&iacute; &Oacute; h&Eacute;alaithe \/ David Healy [mailto:verdire@eircom.net] <br \/>\nSent: 6 May 2005 18:01<br \/>\nTo: Peter Caulfield (peter.caulfield@fingalcoco.ie)<br \/>\nCc: Dto (dto)<br \/>\nSubject: Seabury\/Old Yellow Walls Traffic Management Scheme<\/p>\n<p>Dear Peter,<\/p>\n<p>I refer to the above scheme proposal.&nbsp; As you know this is a<br \/>\npotentially important route for cyclists accessing local schools and<br \/>\ntravelling between Swords and Malahide.<\/p>\n<p>You indicated at today&rsquo;s meeting&nbsp; (5th May 2005) of the local area<br \/>\ncommitee that the scheme would be subjected to a safety audit.&nbsp; As<br \/>\nyou know I am particularly concerned that the placing of ramps on a<br \/>\nhill as proposed is potentially dangerous to cyclists.&nbsp; I am also<br \/>\nconcerned that the footpath widths proposed are sub-standard with<br \/>\npredictable consequences of pedestrians using the carriageway to pass<br \/>\neach other.&nbsp; <\/p>\n<p>I am just writing to formally ensure that these issues are noted for the purpose of the safety audit and addressed in it.<\/p>\n<p>Is mise, le meas,<\/p>\n<p>\nDavid Healy<\/p>\n<p>Cc: Dublin Transportation Office (please circulate to officer(s) responsible for cycling facilities and pedestrian issues.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>It seems to me that ramps on a hill risk knocking cyclists freewheeling downhill off their bikes.&nbsp; This is what Fingal is currently doing at Yellow Walls Road in Malahide, a location used by lots of children going to school.&nbsp; I&#8217;m particularly aware of it because it&#8217;s part of my route to Fingal County Council&#8217;s [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[],"tags":[],"_links":{"self":[{"href":"https:\/\/davidhealy.com\/index.php?rest_route=\/wp\/v2\/posts\/59"}],"collection":[{"href":"https:\/\/davidhealy.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/davidhealy.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/davidhealy.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/davidhealy.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=59"}],"version-history":[{"count":0,"href":"https:\/\/davidhealy.com\/index.php?rest_route=\/wp\/v2\/posts\/59\/revisions"}],"wp:attachment":[{"href":"https:\/\/davidhealy.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=59"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/davidhealy.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=59"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/davidhealy.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=59"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}