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It also lists steelwork fabrication and material standards, welding symbol and consumable requirements, galvanising and welding-slag preparation rules, dimensional units, and associated and referenced documents.",{"@graph":14,"@context":72},[15,34,55],{"@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/research-report/","Research & 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segment size does this drawing cover?","Question",{"text":62,"@type":63},"It specifies a 2.7m span grid segment for standard motor grids.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What fencing elements are required for grids with vermin?",{"text":67,"@type":63},"With vermin and dog fencing at the top and bottom, and motor grid anchorages with dog fencing only, one at each end of bearers.",{"name":69,"@type":60,"acceptedAnswer":70},"What are the key material and fabrication requirements for the steelwork?",{"text":71,"@type":63},"Steelwork must meet MRTS78 fabrication requirements, including RHS grade/material standards, bolt and nut classes, hot-dip galvanising standards, and welding and consumable requirements referenced by the listed AS/NZS and ISO 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used for larger animals like cattle  \n# 2.7m SPAN -GRID SEGMENT FOR STANDARD MOTOR GRIDS\n\nWith Vermin and Dog Fencingat top and bottom-refer SD 1353 for Vermin and Dog Fencing details  \nEA STIFFENER DETAILto bolt shaft is not permittedFOR GRIDS WITH VERMINMOTOR GRID ANCHORAGESAND DOG FENCING ONLYOne at each end of bearers  \n# NOTES:\n\n1.This Standard Drowing shall be read in conjunction with Standard Drawing 1561 forGeneral Notes,Grid Construction Scenarios,General Arrangements for Motor Grids.  \n2.STANDARD SIZES OF GRIDS for normal installation are shown below.  \nFor other widths where specifically approved,the standard width may be varied,provided the bearer spacing does not exceed 700 and the rail overhang does notexceed 250.  \n# STANDARD GRID WIDTHS\n\n\n| Formation width,m   | Pavement width,m   | Grid width,m   | Grid segments to use   |\n| --- | --- | --- | --- |\n| 7.5,8.0   | 3.5,4.0   | 8.0   | 2-4.0m Segments   |\n| 8.5,9.0   | 6.0,6.5,7.0   | 9.0   | 2-4.5m Segments   |\n| greater than 9.0   | 6.0,6.5,7.0   | 10.0   | 2-5.0m Segments   |\n\nSTANDARD GRID SPANS for 1.9m or 2.7m only  \n3.DESIGN TRAFFIC LOADS:W80,A160,SM1600 and HLP400 to AS 5100.  \nDESIGN CRITERIA:Technical Note 18 of Design Criteria for Motor Girds.  \n4.THE SIZE of the motor grid segments is to be as specified in the contractdocuments.  \n5.STEELWORK shallbe fabricoted to the requirements of MRTS78.  \nRHS Grade C450LO to AS/NZS 1163.  \nAll Structural steel hollow section material manufactured to AS/NZS 1163.  \nAllSteel flat material manufactured to AS/NZS 1594.  \nAllSteel plate material manufactured to AS/NZS 3678.  \nUB,angle and flat bar Grade 300 to AS/NZS 3679.1.  \nHolding Down Bolts Class 4.6 to AS 1111.1,nuts Class 5 to AS 1112.1 and thinnuts Class 5 to AS 1112.4.  \nAll bolts and nuts shall be hot dip galvanised to AS 1214.All other steelwork shallbe hot dip galvanised to AS/NZS 4680 unless shown otherwise.Prior to galvanisingall weld splatter and welding slag is to be removed.  \n6.WELDING symbols conform to AS 1101.3 and all welding to AS/NZS 1554.1.  \nAllwelds except location tack welds shall be SP category.Weldng consumobles for RHS shallbe G493 to AS/NZS ISO 14341-B or T493 toAS/NZS ISO 17632-B.  \nWelding consumables for all other structural steel shall be G49X toAS/NZS ISO 14341-B or T49X to AS/NZS ISO 17632-B unless shown otherwise.  \n7.HICHER END of the RHS rail in each segment shall be closed with 4mm steel plate,sized to match,welded to RHS to prevent water entering.  \n8.DIMENSIONS are in millimetres unless shown otherwise.  \n# ASSOCIATED DOCUMENTS:\n\nMain Roods Standard Drawings Roads ManualMain Roads Specifications and Technical Standards ManualManual of Uniform Trffic Control Devices(MUTCD)Design Criteria for Motor Grids -Technical Note 18Design Criteria for Bridges and Other Structures  \n# REFERENCED DOCUMENTS:\n\nStandard Departmental Drawings:  \n1561 Road Furniture-Motor Grid -General Arrangement  \n1353 Road Furniture -Vermin and Dog Fencing at Motor Grid  \nDepartmental Specifications:  \nMRTS78 Fabrication of Structural Steelwork  \n\n| Department of Transport and Main Roads   | Govemment   |  |  |  | ◎The Slate of Quensland (Deportment  \u003Cbr>of Transport and Main Roocs)2019  \u003Cbr>htt://creotivecomons.org/  \u003Cbr>lcences/by/4.0/ou   |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| ROAD FURNITURE   |  |  |  |  |  |  |  |  |  |\n| MOTOR GRID-  \u003Cbr>STEELWORKS   |  |  |  |  |  |  |  |  |  |\n|  | A3   |  | Standard Drawing No  \u003Cbr>Date 7/19   |  |  |  |  |  |  |\n|  | Not  \u003Cbr>to  \u003Cbr>Scale   |  |  |  |  |  |  |  |  |\n|  | A   | B   |  |  |  |  |  |  |  |","cbCaisZXFGhgqmj8","https://ap.wps.com/l/cbCaisZXFGhgqmj8","pdf",303153,"English","# Typical General Arrangement - Grid Segments\n## Notes\n## Standard Grid Widths\n## Associated Documents\n## Referenced Documents","[{\"question\":\"What standard motor grid segment size does this drawing cover?\",\"answer\":\"It specifies a 2.7m span grid segment for standard motor grids.\"},{\"question\":\"What fencing elements are required for grids with vermin?\",\"answer\":\"With vermin and dog fencing at the top and bottom, and motor grid anchorages with dog fencing only, one at each end of bearers.\"},{\"question\":\"What are the key material and fabrication requirements for the steelwork?\",\"answer\":\"Steelwork must meet MRTS78 fabrication requirements, including RHS grade/material standards, bolt and nut classes, hot-dip galvanising standards, and welding and consumable requirements referenced by the listed AS/NZS and ISO standards.\"}]","2.7m Span - Grid Segment for Standard Motor Grids - Notes - Standard Drawing 1565 | PDF"]