2024自动驾驶车辆封闭试验场地技术要求

Technicalrequirementsofclosedtestsiteforautomated 范 规范性引用文 术语和定 场地设置一般要 测试训练场 能力评估场 配套办公及服务设施场 场地基础设 T/ZSAT/ZSA54-T/ZSAT/ZSA54-用于本文件。凡是不注日期的引用文件，其最新版本（包括所有的修改单）GB5768.2道路交通标志和标线第2GB5768.3道路交通标志和标线第3GB50343JTGD80JTGD81CJJ45DB11/T650车辆日常测试dailytestfor×apabilityassessmentfor测试训练场地testsiteof 3.5%，其它地区主路最大纵坡不6%。除按要求设计的积水路面外，道路排水应顺畅，不应有积水。8%时，场地应采用台式布置，台地之间应用挡土墙或护坡连接。依据T/CMAX116–01—2018《自动驾驶车辆道路测试能力评估内容与方法》中的评估分场地内道路等级、道路建设长度、设计行车速度与设计可通行车辆类型如表格表格1建设长度以上依据JTGD80、JTGD81、CJJ37场地内各类各级道路车道类型要求如表格表格233142以上依据JTGD80、JTGD81、CJJ37场地内各类各级道路交叉口类型要求如表格表格355十字型交叉口、T交叉口、XY字型交4222以上交叉口，需要考虑不同等级道路之间的交叉，并依据JTGD80、JTGD81、CJJ场地内道路特征要求如表格表格41需设计弯道、连续弯道、急转弯道。弯道曲率半径范围50m，建筑于30cm，2m，1以上依据JTGD80、JTGD81、CJJ37场地内交通标志、交通标线、交通信号灯要求如表格表格rGB5768.2GB5768.2GB5768.2GB5768.2GB5768.2中的禁止通行、禁止驶入、禁止左转、GB5768.2GB5768.2GB5768.2GB5768.3GB5768.3GB5768.3GB14887GB14887GB14887交通标志应依据实际道路情况，按照GB5768.2要求设置。交通标线应依据实际道路情况，按照GB5768.3场地内交通模拟设施要求如表格表格60.3，50m，100m，应能模拟（24小时1x，20k1x～30k1x12个收ETCJTGJTG121111100m，8m3111DB11/T1GB5768.2要求设置；交通标线应依据实际情况，按照GB5768.3要求施划。业标准：2015–1616T–YDLTE的车联网无线通信技术总体技术要求》、2016–1853T–YD《基于LTE的车联网无线通信技术空中接口技术要求》、工作组发布的《LTE–٧2X终端功能、性能和终端互操作测试规范》或美国标准体系:SAEJ2735、SAEJ2945、IEEE1609.3、IEEE1609.4、IEEE1609.2、IEEE802.11P等标准。GPSRTK10°JTGD80、JTGD81、CJJ37。GB5768.2、GB5768.3 10m内为缓冲区，不应设置其他物体，如无法规避，需要采用轮胎等1～2m区域中不场地内交通流模拟设备要求如表格表格715能力评估场地按评估车型和评估分级级别分别设置，设置项目应符合T/CMAXT1T2T14T3T22T4T35 TrT4曲线行驶项目图形应按照图19.5m；轴距轴距路宽轴距路宽轴距路宽S图1L1.5W1.2m1.5m，1.7m图2双凸路行驶项目图形及设施应按图3L12m，中型客车、中型货9.0m，6.0m；h0.06～0.12m；W3.5m；11.0m。图3 SWL3图4坡道停车和起步项目图形及设施应按图50.3m；i10%；115m（含竖曲线全长R30m；S1、S20.65m图r置位置应在坡底向上车长加3.0m以上，坡顶缓坡以下。标志标线设置应当符合GB5768.2、GB5768.3的要求。模拟隧道入口和出口应当设置前照灯使用标志，标志设置符合GB5768.2的要求。WL0.7m；S1.5h1.5图6L1.51.0m，1.5倍车1.0m，1.5倍车长；Ww1.50.8m图7模拟雾天设施直线行车道长度取值大于等于100m， 350m路灯系统的道路来CJJ45。备，设施设置应符合GB50016的要求。GB50057 GB50034有关条款执行。场地应结合建筑物防雷要求设置弱电防雷系统。系统设计应符合GB50343的要求。系统设计应符合GB50311的要求。ICG01.110Associatio StandarT/ZSA54-TechnicalRequirementsofClosedTestSiteforAutomatedIssuedData12-29- ImplementedData3-1-IssuedbyZhongguancunStandardizationAssociationT/ZSAT/ZSA54-T/ZSAT/ZSA54- SiteforSupportingOfficeandService Site T/ZSAT/ZSA54-T/ZSAT/ZSA54-ThestandardwasdraftedinaccordancewiththerulessetoutinDirectivesforStandardization-Part1(GB/T1.1-2009).ThestandardservesastheattachedtechnicaldocumentsforGuidanceonSpeedinguptheRoadTestRelatedWorksforAutomaticDrivingVehiclesinBeijing(Trial)andGuidanceandDetailedRulesfortheImplementationofRoadTestManagementforAutomaticDrivingVehiclesinBeijing(Trial).Pleasenotethatsomecontentsinthisdocumentmayinvolvepatents.ZhongguancunStandardizationAssociationshallnotbeheldresponsibleforidentifyingsuchpatents.ThestandardwasproposedandunderthejurisdictionofZhongguancunStandardizationAssociation-TechnicalCommittee.TheresponsibledraftingunitofthisstandardisBeijingInnovationCenterforMobilityIntelligent(BICMI)Co.,Ltd.Theparticipatingdraftingunitsofthisstandardare:BeijingBaiduNetworkTechnologyCo.,Ltd.,BeijingElectricVehicleCo.,Ltd.,BeiqiFotonMotorCo.,Ltd.,ChinaAcademyofInformationandCommunicationsTechnologyandChinaTransInfoTechnologyCo.,Ltd.Chiefdraftersofthisstandardare:SunYafu,WuQiong,WangDe,GeYu,ZouYing,XiaShudong,LiQian,TangLibo,SongDewang,YinYing,XingLiang,NiPeng,DangLigang,BiChao,WangZhe,GeYuming,YuRundong,SunSongyuan,GanJiahua,ZhangLiboandCuiTechnicalRequirementsofClosedTestSiteforAutomatedVehicleThestandardspecifiesthetechnicalrequirementsfortestingandtrainingsite,capabilityevaluationsiteandsupportingofficeandservicefacilities,allofwhichareincludedinclosedtestsiteforautomatedvehicle.ThestandardappliestoconstructionrequirementsfortestingandtrainingsiteofautomatedvehicleR&Dtestandforassessmentofroadtestcapability.NormativeThefollowingdocumentsareindispensablefortheapplicationofthedocument.Fordatedreferences,onlytheeditioncitedapplies.Forundatedreferences,thelatesteditionofthereferenceddocument(includinganyamendments)applies.GuidanceonSpeedinguptheRoadTestRelatedWorksforAutomaticDrivingVehiclesinBeijing(Trial)GuidanceandDetailedRulesfortheImplementationofRoadTestManagementforAutomaticDrivingVehiclesinBeijing(Trial)T/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicleGB/T28592-2012GradeofGB/T27964-2011GradeofFogGB5768.2RoadTrafficSignsandMarkings–Part2:RoadTrafficGB5768.3RoadTrafficSignsofMarkings–Part3:RoadTrafficT/ZSAT/ZSA54-T/ZSAT/ZSA54-GB14887RoadTrafficSignalGB14886SpecificationsforRoadTrafficSignalSettingandGB50156CodeforDesignandConstructionofFillingGB50034StandardforLightingDesignofGB50057DesignCodeforProtectionofStructuresagainstGB50162DrawingStandardsofRoadGB50016CodeforFireProtectionDesignofGB50311CodeforEngineeringDesignofGenericCablingGB50343TechnicalCodeforProtectionofBuildings’ElectronicInformationSystemagainstLightningJTGD80GeneralSpecificationofFreewayTrafficEngineeringandRoadsideJTGD81DesignSpecificationforFreewaySafetyFacilitiesCJJ37-2012CodeforDesignofUrbanRoadEngineeringCJJ45StandardforLightingDesignofUrbanRoadDB11/T650SpecificationsforBus/TrolleybusPlatformTermsandForthepurposesofthisdocument,thefollowingtermsanddefinitionsVehiclemodelforcapabilityAssessmentappliestominibus,mediumbus,largebus,urbanbus,minivan,mediumtruckandlargetruck.Fordetailedparametersandrequirements,refertotheassessedcontentsandvehiclemodelspecifiedinT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.DailytestforThisreferstoperceptionanddecision-makingtestandtrainingofautomatedvehiclesinactualdrivingscenariosinsimulatedgeographicareas,suchasroads,trafficflowandnaturalenvironment.CapabilityassessmentforCapabilityassessmentforvehiclemeansautomatedvehiclesundergocapabilityassessmentasperT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.ClassificationofcapabilityCapabilityassessmentisclassifiedinto5levelsandnumberedbyTn,whoserangeisfrom1to5.Fordetailsofassessment,pleaserefertoassessmentclassificationspecifiedinT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.ClosedtestThesiteisfullyclosedtoprovidedailytesttraining,capabilityassessmentandverificationofautomatedvehicles,includingtestandtrainingsiteandcapabilityassessmentsite.TestsiteofThesiteisfullyclosedtosimulatetheroads,trafficflowandnaturalenvironmentunderspecificgeographicareafortestandtrainingofautomatedvehicles.Thetestsiteshouldfullycoverthesimulatedroadsandauxiliaryfacilitiesinspecificgeographicarea.CapabilityassessmentThesiteisfullyclosedforthecapabilityassessmentofautomatedvehiclesasperT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.Testsiteoftrainingservesasthebasisofcapabilityassessmentsite,whilethelatterasthestandardizedsettingforscenariosintheformerdependingonassessmentcontentsandmethods.GeneralRequirementsforSiteGeneralLayoutofsiteshouldbearrangedreasonablybygivingfullconsiderationstothefactorsincludingtrafficorganization,testroute,entrance/exit,roadnetworkstructure,roadtype,architecturallayout,verticaldesign,greeningandspaceenvironment.Layoutofsite,facilitiesandarrangementoffacilitiesshouldbearthetrafficcharacteristicsingeographicareaofBeijing–Tianjin–HebeiRegion.Functionalsitesincludingofficeandservicefacilitiesshouldbearrangedandattentionshouldbepaidtothepreparationofpublichealthfacilities.Separationanddiversionfacilitiesshouldbeinstalledatsitebyfollowingtheprincipleof“separationofpedestriansandvehicles”,inordertoreasonablyorganizeflowofpedestriansandvehiclesandensuresafety.ArchitecturallayoutofsiteshouldbedesignedaspercodeofbuildingRoadsatsiteshouldbedesignedasperJTGD80,JTGD81andCJJ37.Designedaxleloadonpavement:StandardaxleloadofBZZ-100.Exceptfortestroadsections,themaximumlongitudinalgradientshouldnotexceed3.5%formainroadinsnoworfrozenarea,ornotexceed6%formainroadsinotherareas.Exceptforthepavementsthatmaygatherwateraccordingtothedesignrequirements,theroadsshouldbeabletodrainwatersmoothlyanddonotgatheranyProtectivefacilitiesshouldbebuiltatroadedgeifheightdifferencebetweenroadlateralsidesandoff-roadplacesisover0.5mandgradientisabove4%.Sitechannelandroadentrance/exitshouldsatisfytherequirementsofdrivingsightKerbusedasedgelineofroadshouldbecharacterizedbygoodstructureandstrengthtoavoiddislocationandtiltingoncerolledbyvehiclesundertest.Greeningshouldbearrangedaccordingtolimitrequirementsofroadbuildingandnotimpedethedrivingsightdistance.Verticalplanningofsiteshouldcoverreasonableplanningoflandformandterrain,determinationofroadcontrolelevationandgrounddrainageplanning.Wheregradientofnaturallandformisover8%,thestagelayoutshouldbeadoptedatsiteandtwoadjacentstagesshouldbeconnectedbyretainingwallorslope.SiteSitedesignincludespreliminarydesignandshopdrawingPreliminarydesignshouldincludetechnicalplans,designdrawings,functionalindexcalculationofprojects,listofmajorequipmentandmaterialsandprojectcalculation,inwhich:Technicalplansinclude:Analysisoncurrentstatusanddemands;overalldesign,structure,function,communicationandbroadcasting,powersupply,designofenvironmentaladaptation,implementationplanandotherdesigncontentsappointed.Designdrawingsinclude:Designintroduction,siteplan,floorplanofbuildingandinternallayoutandplanofsettingsignsandmarkings.Designinstituteshoulddesignshopdrawingsaccordingtopreliminarydesigndocumentsapproved.Uponthecompletionoftheproject,thedesigninstituteshoulddrawas-builtdrawingsaccordingtodesignedshopdrawings,drawingreviewrecordsanddesignchanges.EngineeringdrawingsofsitefacilitiesshouldbepreparedasperGB50162whileotheritemsshouldbeinaccordancewithdrawingstandardsofstateorindustry.TestSiteofSetelementsofSetelementsofsiteshouldbedividedinaccordancewithevaluationclassification,vehicletype,requirementsofautomatedvehiclestotestandtrainingsitesetoutinT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.RoadRoadgrade,length,designeddrivingspeedandtypeofpassableRoadgrade,length,designeddrivingspeedandtypeofpassablevehiclesofsiteareasshowninTable1:PassableVehiclesntLengthMainroadrampandMainroadMinibus,mediumbus,UrbanmainUrbanOtherurbanMinibus,mediumbus,minivan,mediumtruckandTheitemsintableaboveshouldbedesignedasperJTGD80,JTGD81andCJJRoadRequirementsfortypesofroadsatsiteareasshowninTabletMainroadMainroadotherpartsofUrbanmaintrunkroadTheitemsintableaboveshouldbedesignedasperJTGD80,JTGD81andCJJRequirementsfortypesofroadintersectionsareasshowninTablentGradeIntersectionofwayandIntersectionofhighway/expresswayandEntrance/exitofEntrance/exitofurbanTintersection,XorYintersectionwithoutsignallampIntersectionof2-laneroadsand2-way2-laneroadsTheintersectionsaboveshouldbedesignedasperJTGD80,JTGD81andCJJ37andgivefullconsiderationstothecrossingbetweendifferentroads.RoadRequirementsforroadcharacteristicsatsiteareasshowninTablentleast1coveredlane ifwithlengthnotlessthan50mand100mrespectivelyfortheformerandthelatter.Asphaltpavement,concretepavementandsand-gravelpavementshouldbedesigned,allwithlengthnotlessthan100m.Pavementcontainingwithwidthnotlessthan30cmand2mTheitemsintableaboveshouldbedesignedasperJTGD80,JTGD81andCJJAuxiliaryroadfacilitiesincludingtrafficsign,trafficmarkingandtrafficsignalRequirementsfortrafficsign,trafficmarkingandtrafficsignallampareasshowninTable5:TrafficSign,TrafficMarkingntGradeoutinGB5768.2shouldbedesignedMarkssuchasturningsetoutinGB5768.2shouldbedesignedcrossingsetoutinGB5768.2shouldbensignrightturn,nostraightthrough,noU-turn,speedwaytooncomingvehiclessetoutinGBNotspecified.ItcanbesetaccordingtoconditionsasperGBnsafetyAllsafetysignsofroadconstructionsetoutinGB5768.2shouldbedesignedMarkssuchasschoolandtimerangesetoutinesetoutinGB5768.3shouldbeCenterlineof2-way2-laneroad,roadboundaryline,roadedgeline,pedestriancrossingandbenmeshlineandspecificlanelinesetoutinGBNotspecified.ItcanbesetaccordingtoconditionsasperGBSignallampatrailwaycrossingsetoutinGBMobiletrafficlight,flashalarmsignalandnon-motorvehiclesignalsetoutinGB14887TrafficsignsshouldbeinstalledaccordingtoroadconditionsasperGB5768.2.TrafficmarkingsshouldbeplannedaccordingtoroadconditionsasperGB5768.3.TrafficsignallampsshouldbeinstalledaccordingtoroadconditionsasperGB14886.Typesoftrafficlightsinstalledatoneintersectioncanbedifferentfromthoseinotherintersections.TrafficsimulationRequirementsfortrafficsimulationfacilitiesatsiteareasshowninTablentGradeFacilitiestoWetroadshouldbebuilt,withadhesionforthepurposeofwetroadtest,trainingandFacilitiestoFacilitiestosimulaterainydaysshouldbuilt,withlengthnotlessthan100m,capableofsimulating(24hrainfall,unit:mm):Moderaterain(10.0~24.9),heavyrain(25.0~49.9),orsimulateofrainroadtest,trainingandcapabilityFacilitiestoFacilitiestosimulatefoggydaysshouldbebuilt,withlengthnotlessthan100m,capableofsimulating(visibilityV,unit:mm):Heavyfog(500≤V<1,000),densefog(200≤V<500),strongfog(50≤V<200),extra-heavyfog(V<50),forthepurposeofroadtest,trainingandcapabilityassessmentinfogFacilitiestolightsatnightroadsasperCJJ45,includingyellowandwhitelights,forthepurposeofnightdrivingtest,built,capableofsimulatingdirectsunlightinthelightasperJTGD80andJTGD81,includingatleast2sizedesignserviceareaparkinglotnotlessthan100mandheightnotbelow8m,forthepurposeofnetworkconnection,communicationandsightdistanceandshadinglotsshouldbebuilt,ifpossibleFacilitiestolimitFacilitiestoforpublicbusandelectricvehiclestationshouldbebuiltasperDB11/T650RoadisolationSoft/hardisolationfacilities,suchasguardrail,roadbarrierandgreeningbelt,shouldbebuiltSpeedFacilitiestosimulaterainydays,foggydays,trafficmarksandtrafficmarkingintableaboveshouldberespectivelyarrangedasperGB/T28592-2012,GB/T27964-2011,GB5768.2andGB5768.3basedontheroadconditions.NetworkconnectionandcommunicationTechnicalrequirementsforroadsideequipmentofnetworkconnectionandNetworkconnection,communicationprotocol,performance,safety,interconnectionandinteroperationofroadsidenetworkconnectionandcommunicationequipmentatsiteshouldconformto:Chinastandardsystem:T/ITS0013.3-2014CooperativeIntelligentTransportationSystems-DedicatedShortRangeCommunications,2015-1616T-YDGeneralTechnicalRequirementsofSecurityforVehicularWirelessCommunicationbasedonLTE,2016-1853T-YDTheAirInterfaceTechnicalRequirementsofVehicularCommunicationbasedonLTE,2018-0173T-YDGeneralTechnicalRequirementsofSecurityforVehicularCommunicationbasedonLTE,2018-1788T-YDTechnicalRequirementsofVehicleGatewaybasedonPublicTelecommunicationNetwork,2018-0175T-YDTechnicalRequirementsforVehicularWirelessCommunicationbasedonLTE–TechnicalRequirementsforRoadsideEquipment,2018-0174T-YDTechnicalRequirementsforVehicularWirelessCommunicationbasedonLTE–TechnicalRequirementsforBaseStationEquipment,C-ITSandT/CSAEgroupstandard:53-2016CooperativeIntelligentTransportationSystem;VehicleCommunication;ApplicationLayerSpecificationandDataExchangeStandard;TestSpecificationforLTE-V2XTerminalFunction,PerformanceandInteroperationreleasedbyIMT-2020(5G)promotiongroupandC-V2Xworkinggroup;orUSAstandardsystem:SAEJ2735,SAEJ2945,IEEE1609.3,IEEE1609.4,IEEE1609.2,IEEE802.11Pandetc.DeploymentofroadsidenetworkconnectionandcommunicationRoadsidenetworkconnectionandcommunicationequipmentshouldbedeployedreasonablyaccordingtoroadconditionsandrequirementsforassessmentofautomatedHigh-precisionpositioningenhancementHigh-precisionpositioningdifferentialHigh-precisionpositioningdifferentialsignalsshouldbeprovidedatsiteSupportBeidouandGPSstandarddifferentialSupportRTKdifferentialSupportmultiplereceivingmodes,suchasWheresiteiscoveredbydifferentialsignals,differentialbasestationcanbeestablishedatsitetosenddifferentialsignalsthatsatisfytherequirementsabove.DeploymentofdifferentialbaseDifferentialbasestationshouldbeselectedanddeployedinWithgoodgeologicalconditionsandstablepointWithwideviewandbefreefromobstacleswithelevationangleover10°WithnosignalreflectorWheredifferentialcorrectionsignalscanbeeasilybroadcastorSitedeploymentandplanePlanelayoutofDesignoffunctiondivisionofFunctionareaofsiteshouldbedividedaccordingtotrafficflowcharacteristicstoavoiddisturbanceandhiddendanger.Functiondivisioncanbedeployedasfollows:High-speedtestarea,includinghighwayandauxiliaryUrbantestarea,includingurbanroadandauxiliaryRuraltestarea,includingurban/ruralroad,substandardroadandauxiliaryThefollowingscanbedeployed,ifFreetestarea,suchasdynamicOtherindependenttestareas,suchasparkinglotandPlanelayoutofsiteshouldbedeployedaccordingtofunctiondivision,capacityofvehiclesatsiteandexpectedhourlytest/trainingtimes.Planoftestandtrainingrouteshouldbepreparedtonaturallyformtest/trainingrouteofvehicleflow.Correctlyorganizeflowofvehiclesandpedestrians,anddeploytheroadauxiliaryfacilitiesandtrafficflowsimulationequipmentreasonably.Horizontalalignmentofsiteshouldbesetfullyconsideringthelandform,geologyandhydrology.Wellhandletheengagementbetweenstraightlineandcurveline,settransitioncurve,ultrahighandwidenedlineasperJTGD80,JTGD81andCJJ37whiledesigningroadplaneandverticalsection.MarksandlogsshouldbesetaccordingtodrivingspeedofsectionandrequirementsofGB5768.2andGB5768.3.Theareawithin10matoutersideofurbanroadsisbufferzone,whichshouldbefreefromotherobjects;ifsuchobjectsareinevitable,makesuretoseparatethemusingsoftpartition,suchastire.SightNoobstaclewhichaffectssightdistanceisallowedatsiteandatfieldofviewatheightof1~2m.Monitoringequipmentshouldbeinstalledatsitetomonitortestandtrainingvehiclesandsite.Thesiteshouldbephysicallyseparatedfromouterspaceandbayonetfacilitiesshouldbeinstalledattheentrance/exit.TrafficflowsimulationequipmentatRequirementsfortrafficflowsimulationequipmentatsiteareasshowninTableAtleast1simulatedminibusshouldbeprovided;Atleast1equipmenttosimulateadult,childrenandtheelderlyshouldbeprovided;equipmenttoFacilitiestosimulateconstructionareashouldandFacilitiestosimulatemobiletrafficcontrolshouldandCapabilityAssessmentGeneralCapabilityassessmentsiteshouldbesetaccordingtovehicletypeandassessmentgradeasperT/CMAX116-01-2018ContentsandMethodsofFieldTestCapabilityAssessmentforAutomatedVehicle.BasicsettingofroadRoadbody,roadauxiliaryfacilities,trafficsimulationfacilities,networkconnectionandcommunicationfacilitiesandhigh-precisionpositioningfacilitiesatsiteofcapabilityassessmentshouldbesetusingexistingfacilitiesatsite.Thedetailsareasfollows:GradeT1capabilityassessmentStraightroad,1-way2-laneroadandIntersectionandcrosswalkcontainingsignalGradeT2capabilityassessmentIncludingroadsconformingtoGradeT1capabilityRoadswithquarterturnandcurve2-way4-laneroadandabove,includingsoftandhardpartitionIncludingpublicbusandelectricvehiclestationorbusGradeT3capabilityassessmentIncludingroadsconformingtoGradeT2capabilityIncludingvehicle/no-motorvehiclemixedroad,mainandauxiliaryroad,roughroadandavenue;Includingbuslane,bicyclelaneand2-laneislandringwith5andaboveentrances/exits,entrance/existofmain/auxiliaryroad,2-way4-laneandaboveroadsinstalledwithsignallamps,intersectionof2-laneandaboveroadsandintersectionswithoutsignallamps.Includingsimulated1/4andabovecloverleafGradeT4capabilityassessmentIncludingroadsconformingtoGradeT3capabilityIncludingroadswithturnramp,sharpturnandcontinuousIncludingtunnelandreversibleIncludingpavementswithgrate,ironplateandIncludingcementandgravelIncludingirregularintersectionwithsignallampsandhaving5andaboveIncludingintersectionwithturnwaitingarea,canalizedintersectionandrailwaycrossing;IncludingroadsideandsiteparkingGradeT5capabilityassessmentIncludingroadsconformingtoGradeT4capabilityIncludinghighwayandurbanIncludingservicearea,tollstation,chargestation,widthandheightlimitIncludingwet,pondingandscatteredSettingofcapabilityassessmentTrafficsign,trafficmarking,trafficsignallamp,trafficcommandgesture,emergencystop,operabilityaftermanualintervention,emergencyhandling,startup,following,lanechange,straightcrossingofintersection,crossingofsidewalk,turningleftatintersection,turningrightatintersection,U-turn,roadsideparking,crosspublicstation,meeting,passislandring,drivingatmain/auxiliaryroad,passschoolarea,overtaking,emergencyevasion,variableguidelaneandturnwaitingarea.Thespecificassessmentsitesaboveshouldbesetdynamicallyaccordingtoroadconditionsatsiteandnotbefixed.CurveGraphofcurvedrivingshouldbesetaccordingtoFig.Curvedrivingsiteshouldbesetaccordingtositeconditions.Lanesattestandtrainingsitecanbesetaccordingtograph,orbesetaccordingtodynamicmark,lineandseparationfacilitiesatsite.R–Radius:14mforlargetruck;12mformediumtruck,largebusandurbanbus;9.5mforminibus,minivanandmediumbus;Wheelbase:Roadwidth:Wheelbase:Roadwidth:Wheelbase:Roadwidth:S–Arclength:Notlessthan3/8ofFig.1GraphofCurveRight-anglecurveGraphofright-anglecurveshouldbesetaccordingtoFig.Right-anglecurvedrivingsiteshouldbesetaccordingtositeconditions.Lanesattestandtrainingsitecanbesetaccordingtograph,orbesetaccordingtodynamicmark,lineandisolationfacilitiesatsite.W–Roadwidth:Wheelbaseis1.2mforlargebus,urbanbusandlargetruck;1.5mformediumbusandmediumtruck;1.7mforminibusandminivan.Dual-convexroadGraphandfacilityofdual-convexroaddrivingshouldbesetaccordingtoFig.Sitefordual-convexroaddrivingshouldbedeployedaccordingtographdesignoftestandtrainingsite.slopeslopeoframp slopeofL–Lengthoframpandspacingofconvexroad:over12mforlargebus,urbanbusandlargetruck;over9.0mformediumbusandmediumtruck;over6.0mforminibusandh–Heightofconvexroad:0.06~0.12m;W–Roadwidth:≥3.5m;l–Lengthofconvexroad:Width-limitingroadGraphandfacilityforwidth-limitingroaddrivingshouldbesetaccordingtoFig.4.Drivingatwidth-limitingroadshouldbedeployedaccordingtositecondition.Lanesandfacilitiesattestandtrainingsitecanbesetaccordingtograph,orbesetaccordingtodynamicmark,lineandisolationfacilitiesatsite.S–Roadwidth:≥7.0m;Fig.4GraphandFacilityforWidth-limitingRoadNarrowroadU-LengthofnarrowroadU-turnis≥20mandroadwidthis5.0mhigherthanwheelbase;thelateralnetclearanceatvehicledrivingdirectionis≥2.0m,whilelateralnetclearanceatreversingdirectionis≥4.0m.RampparkingandGraphandfacilityforrampparkingandstartupshouldbesetaccordingtoFig.—-Parkingpileline,withwidthof0.3m;i–Gradient:10%;l–Lengthofslope:≥15m(includingfulllengthofR–Curveradius:Fig.5GraphandFacilityforRampParkingandStartpointline,whichshouldbesinglesolidlineofparking,shouldbesetattheupperendoframp.Themarkof“Stoptogiveway”andparkingpilelineshouldbesetattheparkingpointoframp.Parkingcontrolline,whichshouldbesetatbothfrontandrearsideofparkingpileline,shouldbedeployedatthepositionwhichisequivalenttovehiclelengthplusover3.0mfromrampendanditshouldbelocatedbelowthegentleslopeoframptop.SuchmarklineshouldbesetasperGB5768.2andGB5768.3.CrossingofsimulatedcloverleafSimulated1/4andabovecloverleafplaneinterchangeshouldbebuiltattestandtrainingsite.CrossingofItcanberealizedbysimulatedtunnelattestandtrainingIfsimulatedtunnelisfreefromlighting,thedaytimeilluminanceatthedarkestplaceshouldbelessthan50lx;Lengthofstraightroadinsimulatedtunnelis≥100mandinnerclearanceofsimulatedtunnelis≥5.0m.Amarktoturnonheadlightshouldbeinstalledattheentrance/exitofsimulatedtunnelasperGB5768.2.ReversalstallGraphofreversalstallparkingshouldbesetaccordingtoFigReversalstallparkingshouldbedeployedbymeasuringtheactualstallattestandtrainingsite,oritcanberealizedbydynamicmark,lineandisolationfacilitiesatemptyFig.6GraphforParallelParallelGraphforparallelparkingshouldbesetaccordingtoFig.Parallelparkingshouldbedeployedbymeasuringtheactualstallattestandtrainingsitethatisdesignedaccordinggraph,oritcanberealizedbydynamicmark,lineandisolationfacilitiesatemptysite.L–Lengthofparkingspace:1.5timesthatoflengthoflargebusandurbanbusminus1.0m;1.5timesthatoflengthofminibusandminivanplus1.0m;1.5timesthatofvehiclelengthforothertypesofvehicles;CrossingofroadinrainyItcanberealizedthroughrainydaysimulationfacilitiesattestandtrainingThestraightroadinstalledwithfacilitiestosimulaterainydaysshouldbe≥100m,ordertorealizetheeffectsofmediumandheavyCrossingofroadinfoggyItcanberealizedthroughfoggydaysimulationfacilitiesattestandtrainingThestraightroadinstalledwithfacilitiestosimulatefoggydaysshouldbe≥100m,ordertorealizetheeffectsofstrongandultra-heavyCrossingofwetItcanberealizedthroughsimulatedwetroadattestandtrainingThesimulatedwetroadshouldhaveadhesioncoefficientnotabove0.3,with≥50m,width≥4m.Safetyfacilitiesshouldbeinstalledatouteredgeofsimulatedroadstowellprotectvehicles.CrossingofscatteredItcanberealizedthroughsimulatedscatteredroadattestandtrainingsite.Safetyfacilitiesshouldbeinstalledatouteredgeofsimulatedroadstowellprotectvehicles.NightAroadwhichiscoveredbyatleast350mstreetlampsystemcanbebuiltattestandtrainingsiteaccordingtositeconditionstorealizenightdriving.StreetlampsshouldbedesignedasperCJJ45.Sitef