{"id":3325,"date":"2024-08-30T17:01:21","date_gmt":"2024-08-30T11:31:21","guid":{"rendered":"https:\/\/study.madeeasy.in\/?p=3325"},"modified":"2025-07-16T14:59:47","modified_gmt":"2025-07-16T09:29:47","slug":"set-back-distance","status":"publish","type":"post","link":"https:\/\/www.madeeasy.in\/study\/ce\/highway-engineering\/set-back-distance","title":{"rendered":"Set Back Distance"},"content":{"rendered":"<p style=\"text-align: justify;\">While designing a horizontal alignment, sight distance along the inner side of the curve should also be considered.<img loading=\"lazy\" decoding=\"async\" class=\"alignright wp-image-3326 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/08\/set-back-distance-e1724830571195.jpg\" alt=\"Set Back Distance\" width=\"304\" height=\"223\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/set-back-distance-e1724830571195.jpg 304w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/set-back-distance-e1724830571195-300x220.jpg 300w\" sizes=\"auto, (max-width: 304px) 100vw, 304px\" \/> Sometimes sight distance along the inner side is obstructed due to building, trees or cut slopes etc. Then, to provide adequate sight distance, either the obstruction should be removed or horizontal alignment will have to be changed. It becomes necessary to provide sufficient clearance \u2018or set back distance\u2019 on inner side of horizontal curve as shown in figure below.<\/p>\n<p style=\"text-align: justify;\">As we have discussed earlier, safe stopping sight distance should be available at every stretch of highway. Thus, it is also ensured that safe value of stopping sight distance and overtaking sight distance are provided at the road.<\/p>\n<p style=\"text-align: justify;\">In the figure, distance CF is our required set back distance. It depends upon the following factors :<br \/>\n(a) Required sight distance, S<br \/>\n(b) Radius of curvature, R<br \/>\n(c) Length of curve, LC which may be greater or lesser than sight distance.<\/p>\n<h2 style=\"text-align: justify;\">There are two cases in the calculation of setback distance:<\/h2>\n<p style=\"text-align: justify;\"><strong>Case-1: When the length of a horizontal curve is greater than the sight distance (L<sub>C<\/sub> &gt; SD)<\/strong><\/p>\n<p style=\"text-align: justify;\"><strong>(a) For Single Lane:\u00a0<\/strong><br \/>\nLet, M is the setback distance and sight distance (SD) is measured along the centre line, then the setback distance from the centre line of road is given by<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3327 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/08\/single-lane.jpg\" alt=\"Single Lane\" width=\"595\" height=\"240\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/single-lane.jpg 595w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/single-lane-300x121.jpg 300w\" sizes=\"auto, (max-width: 595px) 100vw, 595px\" \/><\/p>\n<p style=\"text-align: justify;\"><strong>(b) For Multi Lane:<br \/>\n<\/strong>Let 2d is the total width of a lane, then setback distance from the centre line of road having only two lane is given as\u00a0<strong><br \/>\n<\/strong><\/p>\n<p style=\"text-align: justify;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3328 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/08\/multi-lane.jpg\" alt=\"Multi Lane\" width=\"472\" height=\"515\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/multi-lane.jpg 472w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/multi-lane-275x300.jpg 275w\" sizes=\"auto, (max-width: 472px) 100vw, 472px\" \/><\/p>\n<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_79_1 ez-toc-wrap-left counter-hierarchy ez-toc-counter ez-toc-light-blue ez-toc-container-direction\">\n<div class=\"ez-toc-title-container\">\n<p class=\"ez-toc-title\" style=\"cursor:inherit\">Table of Contents<\/p>\n<span class=\"ez-toc-title-toggle\"><a href=\"#\" class=\"ez-toc-pull-right ez-toc-btn ez-toc-btn-xs ez-toc-btn-default ez-toc-toggle\" aria-label=\"Toggle Table of Content\"><span class=\"ez-toc-js-icon-con\"><span class=\"\"><span class=\"eztoc-hide\" style=\"display:none;\">Toggle<\/span><span class=\"ez-toc-icon-toggle-span\"><svg style=\"fill: #999;color:#999\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" class=\"list-377408\" width=\"20px\" height=\"20px\" viewBox=\"0 0 24 24\" fill=\"none\"><path d=\"M6 6H4v2h2V6zm14 0H8v2h12V6zM4 11h2v2H4v-2zm16 0H8v2h12v-2zM4 16h2v2H4v-2zm16 0H8v2h12v-2z\" fill=\"currentColor\"><\/path><\/svg><svg style=\"fill: #999;color:#999\" class=\"arrow-unsorted-368013\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"10px\" height=\"10px\" viewBox=\"0 0 24 24\" version=\"1.2\" baseProfile=\"tiny\"><path d=\"M18.2 9.3l-6.2-6.3-6.2 6.3c-.2.2-.3.4-.3.7s.1.5.3.7c.2.2.4.3.7.3h11c.3 0 .5-.1.7-.3.2-.2.3-.5.3-.7s-.1-.5-.3-.7zM5.8 14.7l6.2 6.3 6.2-6.3c.2-.2.3-.5.3-.7s-.1-.5-.3-.7c-.2-.2-.4-.3-.7-.3h-11c-.3 0-.5.1-.7.3-.2.2-.3.5-.3.7s.1.5.3.7z\"\/><\/svg><\/span><\/span><\/span><\/a><\/span><\/div>\n<nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/highway-engineering\/set-back-distance\/#Case-2-When-the-length-of-a-horizontal-curve-is-less-then-the-sight-distance-LC-%3C-SD\" >Case-2 : When the length of a horizontal curve is less then the sight distance (LC &lt; SD).<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/www.madeeasy.in\/study\/ce\/highway-engineering\/set-back-distance\/#Grade-Compensation-at-Curves-on-Hill-Roads\" >Grade Compensation at Curves on Hill Roads<\/a><\/li><\/ul><\/nav><\/div>\n<h3 style=\"text-align: justify;\"><span class=\"ez-toc-section\" id=\"Case-2-When-the-length-of-a-horizontal-curve-is-less-then-the-sight-distance-LC-%3C-SD\"><\/span><strong>Case-2 : When the length of a horizontal curve is less then the sight distance (L<sub>C<\/sub> &lt; SD).<\/strong><span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p style=\"text-align: justify;\"><strong>(a) For Single Lane:<\/strong><\/p>\n<p style=\"text-align: justify;\">Figure shows the setback distance from the centre line of the road i.e. AC.<\/p>\n<p style=\"text-align: justify;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3329 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/08\/setback-distance.jpg\" alt=\"Setback Distance\" width=\"812\" height=\"459\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/setback-distance.jpg 812w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/setback-distance-300x170.jpg 300w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/setback-distance-768x434.jpg 768w\" sizes=\"auto, (max-width: 812px) 100vw, 812px\" \/><\/p>\n<p style=\"text-align: justify;\"><strong>(b) For Two Lane:<\/strong><\/p>\n<p style=\"text-align: justify;\">Setback distance from the centre line of the road is shown in the Figure.<\/p>\n<p style=\"text-align: justify;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-3330 size-full\" src=\"https:\/\/study.madeeasy.in\/wp-content\/uploads\/2024\/08\/for-two-lane.jpg\" alt=\" For Two Lane\" width=\"437\" height=\"444\" srcset=\"https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/for-two-lane.jpg 437w, https:\/\/www.madeeasy.in\/study\/wp-content\/uploads\/2024\/08\/for-two-lane-295x300.jpg 295w\" sizes=\"auto, (max-width: 437px) 100vw, 437px\" \/><\/p>\n<h3 style=\"text-align: justify;\"><span class=\"ez-toc-section\" id=\"Grade-Compensation-at-Curves-on-Hill-Roads\"><\/span>Grade Compensation at Curves on Hill Roads<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p style=\"text-align: justify;\">When there is a horizontal curve in addition to gradient in longitudinal direction then there will be increased resistance to traction due to both curve and gradient. Therefore, it is necessary to compensate the gradient at horizontal curve.<\/p>\n<p style=\"text-align: justify;\">Grade compensation as taken is minimum of 30 + R \/ R% or 75 \/ R %, where \u2018R\u2019 is the radius of curve in<\/p>\n<p style=\"text-align: justify;\">Compensated gradient = Gradient \u2013 Grade compensation<\/p>\n<p style=\"text-align: center;\"><a class=\"btn btn-danger\" role=\"button\" href=\"https:\/\/study.madeeasy.in\/ce\/highway-engineering\/transition-curves\/\" target=\"_blank\" rel=\"noopener\">&lt;&lt; Previous<\/a> | <a class=\"btn btn-success\" role=\"button\" href=\"https:\/\/study.madeeasy.in\/ce\/highway-engineering\/length-of-summit-curve\/\" target=\"_blank\" rel=\"noopener\"> Next &gt;&gt;<\/a><br \/>\n<strong> Must Read: <\/strong> <a href=\"https:\/\/study.madeeasy.in\/subjects\/what-is-highway-engineering\/\" target=\"_blank\" rel=\"noopener\"><strong>What is Highway Engineering?<\/strong><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>While designing a horizontal alignment, sight distance along the inner side of the curve should also be considered. Sometimes sight<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[921,2],"tags":[930,931,929],"class_list":["post-3325","post","type-post","status-publish","format-standard","hentry","category-highway-engineering","category-ce","tag-grade-compensation-at-curves","tag-horizontal-curve","tag-multi-lane"],"_links":{"self":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts\/3325","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/comments?post=3325"}],"version-history":[{"count":0,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/posts\/3325\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/media?parent=3325"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/categories?post=3325"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.madeeasy.in\/study\/wp-json\/wp\/v2\/tags?post=3325"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}