[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-663327-105":3,"detail-sidebar-cat-0-en-105":81,"doc-detail-663327-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","chapter-9-traffic-management-measures-traffic-safety-drawing-details","CHAPTER 9 - TRAFFIC MANAGEMENT MEASURES - Traffic Safety Drawing Details","","Traffic management measures covering Chapter 9 are presented through standard traffic safety drawing details and dimensional notes. The content specifies paved surface and traffic calming elements such as speed regulating strips, channelising islands and U-turn details, physical nosing with drainage, and raised zebra crossings. It also defines pavement markings for pedestrian crossings and zig-zag markings, including sign placement, painting colors, marker compliance references, and spacing constraints. Revision, issue dates, scales, and sheet numbering are included for each drawing set.",{"@graph":14,"@context":73},[15,34,56],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/technology/","Technology",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/chapter-9-traffic-management-measures-traffic-safety-drawing-details/663327/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/chapter-9-traffic-management-measures-traffic-safety-drawing-details/663327.png","ImageObject",300,407,{"name":42,"@type":43},"Liam","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",6,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What types of traffic management measures are covered in Chapter 9?","Question",{"text":63,"@type":64},"Chapter 9 includes details such as speed regulating strips, channelising islands and U-turns, physical nosing with drainage, and pavement markings for pedestrian crossings and zig-zag markings.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"How are pedestrian crossing and zig-zag markings specified?",{"text":68,"@type":64},"The drawings provide requirements for painting colors based on sign aspects, ensure zig-zags do not overlap double yellow lines, set distances from road kerbs, and require raised reflective pavement markers to meet listed standards.",{"name":70,"@type":61,"acceptedAnswer":71},"What documentation metadata is provided for the drawings?",{"text":72,"@type":64},"Each standard detail includes drawing numbers, revision letters, dates of issue, scales, and sheet numbering, supporting traceability across revisions.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},663327,1793226613,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,101,104,109,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & 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Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World 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&U-TURNLTA/SDRE14/9/TMM2BPHYSICAL NOSING WITH DRAINAGE-FOR EXPRESSWAY&NON-EXPRESSWAYLTA/SDRE14/9/TMM3PAVEMENT MARKINGS FOR PEDESTRIAN CROSSINGSLTA/SDRE14/9/TMM4RAISED ZEBRA CROSSINGLTA/SDRE14/9/TMM5ROAD HUMPLTA/SDRE14/9/TMM6BUS FRIENDLY ROAD HUMPLTA/SDRE14/9/TMM7BUS FRIENDLY ROAD HUMP CUM RAISED ZEBRA CROSSINGLTA/SDRE14/9/TMM8WAITING AREA FOR MOTORCYCLISTSLTA/SDRE14/9/TMM9  \nDRAWING NO.  \n|  |  | STANDARD DETAIL   | Authority  \u003Cbr>Land Transport   |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  | SPEED REGULATING  \u003Cbr>STRIPS   |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  |  | DRAWING NO.  \u003Cbr>LTA/SDRE14/9/TMM1   |  |  | REV.  \u003Cbr>A   |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n| A   | SEP 2017   |  | DATE OF ISSUE  \u003Cbr>1st APR 2014   | SCALE  \u003Cbr>AS SHOWN   | SHEET NO.  \u003Cbr>1 OF 1   |  |\n| REV.   | DATE   |  |  |  |  |  |\n\n9-1  \nDETAILS OF PAVED SURFACE  \nSCALE 1:25  \nNOSING AT CHANNELISING ISLAND  \nSCALE 1:100  \nDETAIL OF U-TURN  \nLESS THAN 2500kg(2LANES CARRIAGEWAY)  \nSCALE 1:500  \n\n| NOTES:  \u003Cbr>1.Centre median of width less than 500mm shallbe paved.   |  |  |  | STANDARD DETAIL   | Land Transport Authority   |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  | CHANNELISING ISLANDS&  \u003Cbr>U-TURN   |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  | DRAWING NO.  \u003Cbr>LTA/SDRE14/9/TMM2   |  |  | REV.  \u003Cbr>B   |\n|  |  |  |  |  |  |  |  |  |\n|  |  | B   | SEP 2017   |  |  |  |  |  |\n|  |  |  |  |  | DATE OF ISSUE  \u003Cbr>1st APR 2014   | SCALE  \u003Cbr>AS SHOWN   | SHEET NO.  \u003Cbr>1 OF 1   |  |\n|  |  | A   | OCT 2015   |  |  |  |  |  |\n|  |  | REV.   | DATE   |  |  |  |  |  |\n\n9-2  \n\n| SUMP  \u003Cbr>ROADSIDE DRAIN  \u003Cbr>SLIPROAD  \u003Cbr>MAIN CARRIAGEWAY  \u003Cbr>1200(MINIMUM)  \u003Cbr>SIDETABLES  \u003Cbr>600  \u003Cbr>125  \u003Cbr>125  \u003Cbr>SLOT HOLE-  \u003Cbr>AT 1.5m cic  \u003Cbr>VEHICULAR GRATING AT 3m C/C  \u003Cbr>FALL  \u003Cbr>FINISHED ROAD LEVEL  \u003Cbr>SLIPROA0  \u003Cbr>SLOPING SURFACE TO BE TURFED  \u003Cbr>SLIP ROAD-  \u003Cbr>┌VEHICULAR GRATING  \u003Cbr>RAISED KERB  \u003Cbr>AT 3m C/C  \u003Cbr>C16/20 CONCRETE-  \u003Cbr>600 WIDE DRAIN  \u003Cbr>区  \u003Cbr>TYPE C2 CHANNEL  \u003Cbr>35 WIDE SLOTHOLE  \u003Cbr>50 THK LEAN CONCRETE-  \u003Cbr>4  \u003Cbr>10m  \u003Cbr>100 THK HARDCORE-  \u003Cbr>12m  \u003Cbr>RAISED KERB TO BE GRADUALLY-  \u003Cbr>TAPERED DOWN TO BE IN LINE  \u003Cbr>WITH EDGE OF SHOULDER  \u003Cbr>SECTION A-A  \u003Cbr>SCALE 1:20  \u003Cbr>PLAN OF PHYSICAL NOSING  \u003Cbr>20  \u003Cbr>900  \u003Cbr>C  \u003Cbr>900×125 PRECAST KERB(C20/25)  \u003Cbr>WITH SLOT HOLE AT 1.5m C/C  \u003Cbr>CEMENT MORTAR-  \u003Cbr>R13M.S.BAR-  \u003Cbr>TYPE OF  \u003Cbr>X  \u003Cbr>TYPE OF ROAD  \u003Cbr>R13M.S.BAR  \u003Cbr>(m)  \u003Cbr>(mm)  \u003Cbr>KERB  \u003Cbr>EXPRESSWAY  \u003Cbr>2  \u003Cbr>MOUNTABLEKERB  \u003Cbr>100  \u003Cbr>125  \u003Cbr>K2A KERB  \u003Cbr>NON-EXPRESSWAY  \u003Cbr>-  \u003Cbr>KERB  \u003Cbr>II  \u003Cbr>员  \u003Cbr>12m PHYSICALNOSE  \u003Cbr>8  \u003Cbr>个  \u003Cbr>2m  \u003Cbr>10m  \u003Cbr>600  \u003Cbr>U  \u003Cbr>KERB  \u003Cbr>ROAD LEVEL  \u003Cbr>FOUNDATION  \u003Cbr>SECTION C-C  \u003Cbr>SECTION B-B  \u003Cbr>ELEVATION  \u003Cbr>SCALE 1:10  \u003Cbr>SCALE 1:10  \u003Cbr>SCALE 1:100   |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| NOTES:  \u003Cbr>1.This detail is also applicable for the off-ramp nosing where crash cushion  \u003Cbr>is not required.  \u003Cbr>(Refer to Drawing No.LTA/SDRE14/6/NIG3A,if a crash cushion is required)   | OCT2015  \u003Cbr>A  \u003Cbr>REV.  \u003Cbr>DATE   | STANDARD DETAIL   | Land Transport Authority   |  |  |\n|  |  | PHYSICAL NOSING WITH  \u003Cbr>DRAINAGE-FOR  \u003Cbr>EXPRESSWAY &  \u003Cbr>NON-EXPRESSWAY   |  |  |  |\n|  |  |  | REV.  \u003Cbr>DRAWING NO.  \u003Cbr>LTA/SDRE14/9/TMM3  \u003Cbr>A   |  |  |\n|  |  |  | DATE OF ISSUE  \u003Cbr>1st APR 2014   | SCALE  \u003Cbr>AS SHOWN   | SHEET NO.  \u003Cbr>1 OF 1   |\n\n9-3  \nPREVIOUS NEXT  \nCHAPTER 9-MAIN PAGE  \nZEBRA CROSSING AND ZIG ZAG MARKING  \n\n| SCALE 1:250   |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| NOTES:  \u003Cbr>1.Pedestrian crossing with green and red man aspe","cbCaihYnt9kfKBNF","https://ap.wps.com/l/cbCaihYnt9kfKBNF","pdf",1570099,"English","# CHAPTER 9 TRAFFIC MANAGEMENT MEASURES\n## Details of paved surface\n## Speed regulating strips\n## Channelising islands and U-turn\n## Physical nosing with drainage\n## Pavement markings for pedestrian crossings","[{\"question\":\"What types of traffic management measures are covered in Chapter 9?\",\"answer\":\"Chapter 9 includes details such as speed regulating strips, channelising islands and U-turns, physical nosing with drainage, and pavement markings for pedestrian crossings and zig-zag markings.\"},{\"question\":\"How are pedestrian crossing and zig-zag markings specified?\",\"answer\":\"The drawings provide requirements for painting colors based on sign aspects, ensure zig-zags do not overlap double yellow lines, set distances from road kerbs, and require raised reflective pavement markers to meet listed standards.\"},{\"question\":\"What documentation metadata is provided for the drawings?\",\"answer\":\"Each standard detail includes drawing numbers, revision letters, dates of issue, scales, and sheet numbering, supporting traceability across revisions.\"}]","CHAPTER 9 - TRAFFIC MANAGEMENT MEASURES - Traffic Safety Drawing Details | PDF",25]