Chapter 6 CROSSSECTION ELEMENTSWord格式文档下载.docx
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BACKGROUND
Thecrosssectionofaroadincludessomeorallofthefollowingelements:
∙Traveledway(theportionoftheroadwayprovidedforthemovementofvehicles,exclusiveofshoulders)
∙Roadway(theportionofahighway,includingshoulders,providedforvehicularuse)
∙Medianarea(thephysicalorpaintedseparationprovidedondividedhighwaysbetweentwoadjacentroadways)
∙Bicycleandpedestrianfacilities
∙Utilityandlandscapeareas
∙Drainagechannelsandsideslopes
∙Clearzonewidth(i.e.,thedistancefromtheedgeofthetraveledwaytoeitherafixedobstacleornontraversableslope)
Consideredasasingleunit,allthesecrosssectionelementsdefinethehighwayrightofway.Therightofwaycanbedescribedgenerallyasthepubliclyownedparceloflandthatencompassesallthevariouscrosssectionelements(seeFigures6.1and6.2).
Figure6.1
Twolaneruralhighwaycrosssectiondesignfeaturesandterms.
Somedecisionsaboutcrosssectionaremadeduringprojectdevelopment,suchasthecapacityandnumberoflanesforthefacility.Otherdecisions,suchasfunctionalclassification,aremadeearlierintheprocess.Withintheseparameters,theGreenBookguidelinesrecommendarangeofvaluesforthedimensionstouseforcrosssectionalelements.Decidingwhichoftheelementstoincludeandselectingtheappropriatedimensionswithintheserangesistheroleofthedesigner.
Figure6.2
Urbanhighwaycrosssectiondesignfeaturesandterms.
Inselectingtheappropriatecrosssectionelementsanddimensions,designersneedtoconsideranumberoffactors,includingthefollowing:
∙Volumeandcomposition(percenttrucks,buses,andrecreationalvehicles)ofthevehiculartrafficexpectedtousethefacility
∙Thelikelihoodthatbicyclistsandpedestrianswillusetheroute
∙Climaticconditions(e.g.,theneedtoprovidestoragespaceforplowedsnow)
∙Thepresenceofnaturalorhumanmadeobstructionsadjacenttotheroadway(e.g.,rockcliffs,largetrees,wetlands,buildings,powerlines)
∙Typeandintensityofdevelopmentalongthesectionofthehighwayfacilitythatisbeingdesigned
∙Safetyoftheusers
Themostappropriatedesignforahighwayimprovementistheonethatbalancesthemobilityneedsofthepeopleusingthefacility(motorists,pedestrians,orbicyclists)withthephysicalconstraintsofthecorridorwithinwhichthefacilityislocated.
ility.
CROSSSECTIONELEMENTS
TravelLanes
Thenumberoflanesneededforafacilityisusuallydeterminedduringtheconceptstageofprojectdevelopment.Itisusuallythenumberoflanesnecessarytoaccommodatetheexpectedtrafficvolumesatalevelofservicedeterminedtobeappropriateforthefacility(seeChapter4foradiscussionoflevelofservice).Thenumberoflanescanonlybeaddedinintegerunits,i.e.,atwolanehighwaycanbewidenedtothreeorfourlanes.Eachadditionallanerepresentsanincreaseinthetrafficcarryingcapabilityofthefacility.
Knowingfutureprojectedtraveldemands,thedesigner,usingtheanalysisproceduresintheHighwayCapacityManual,canprovideinputintothedecisionmakingprocessduringprojectdevelopmenttodeterminetheappropriatenumberoftravellanesforthelevelofservicedesired.Communityinputalsoplaysapartinthisdecision.Acommunitymaydecidethroughpublicinvolvementthatalowerlevelofserviceisacceptableforthesituationthanthelevelofservicenormallyprovidedfornewconstructionprojects.
Inurbanandsuburbanareas,signalizedintersectionsareusuallythepredominantfactorcontrollingthecapacityofthehighwayorstreet.Theremaybemorelatitudeindeterminingthenumberoflanesforthesetypesoffacilities.Forexample,atwolanefacilityapproachinganintersectioncanbeexpandedtofourlanes(oneleftturnlane,twothroughlanes,onerightturnlane)attheintersectionitselfandthenreturnedtotwolanesbeyondtheintersection.Theneedtodistributetrafficsafelywilldeterminetheneedforanyexpansionoftheapproachroadway.Theaddedlanesattheintersectioncanbeinavarietyofconfigurationstoservethetraveldesiresofthetraffic.
LaneWidth
Thewidthoftravellanesislimitedbythephysicaldimensionsofautomobilesandtruckstoarangebetween2.7and3.6m(9and12ft).Generally,asthedesignspeedofahighwayincreases,somustthelanewidthtoallowforthelateralmovementofvehicleswithinthelane.However,constrictedrightofwayandotherdesignrestrictionscanhaveanimpactonthisdecision.ChapterIVoftheGreenBookrecognizestheneedforflexibilityinthesecases:
Althoughlanewidthsof3.6maredesirableonbothruralandurbanfacilities,therearecircumstancesthatnecessitatetheuseoflaneslessthan3.6mwide.Inurbanareaswhererightofwayandexistingdevelopmentbecomestringentcontrols,theuseof3.3mlanesisacceptable.Lanes3.0mwideareacceptableonlowspeedfacilities.Lanes2.7mwideareappropriateonlowvolumeroadsinruralandresidentialareas.
Alandscapedmedian.
(I35E,St.Paul,MN)
Medians
Animportantconsiderationinthedesignofanymultilanehighwayiswhethertoprovideamedianand,ifoneisprovided,whatthedimensionsshouldbe.Theprimaryfunctionsofhighwaymediansareto:
∙Separateopposingtrafficflows
∙Providearecoveryareaforoutofcontrolvehicles
∙AllowspaceforspeedchangesandleftturningandUturningvehicles
∙Minimizeheadlightglare
∙Providewidthforfuturelanes(particularlyinsuburbanareas)
∙Provideaspaceforlandscapeplantingthatisinkeepingwithsafetyneedsandimprovestheaestheticsofthefacility
∙Provideaspaceforbarriers.
Dependingonagencypracticeandspecificlocationrequirements,mediansmaybedepressed,raised,orflushwiththesurfaceofthetraveledway.Mediansshouldhaveadimensionthatisinbalancewiththeotherelementsofthetotalhighwaycrosssection.Thegeneralrangeofmedianwidthsisfrom1.2m(4ft),usuallyinurbanareas,to24m(80ft)ormore,inruralareas.Anoffsetofatleasta500mm(1.5ft)shouldbeprovidedbetweenanyverticalelementlocatedwithinthemedian,suchasacurborbarrier,andtheedgeoftheadjacenttraveledlane.
Thedesignandwidthofmediansagainrequiretradeoffsfordesigners.Inlocationswherethetotalavailablerightofwayisrestricted,awidemedianmaynotbedesirableifitrequiresnarrowingtheareasadjacenttotheoutsideedgeofthetraveledway.Areasonableborderwidthisrequiredtoserveasabufferbetweenprivatedevelopmentalongtheroadandtheedgeofthetraveledway,andspacemaybeneededforsidewalks,highwaysigns,utilities,parking,drainagechannelsandstructures,properslopesandclearzones,andanyretainednativeplantmaterial.Ontheotherhand,widermediansprovidemorespaceforplantmaterial,offerarefugeforpedestriansatintersections,andhelpsoftenthelookoftheroadway.Includinganddesigningmediansrequirespublicinputtofindthedesignthatmeetstheneedsofthecommunity.
Twowayleftturnlanesimprovesafetyandefficiencyforvehiculartrafficbutdonotaffordasaferefugeforpedestrians.
TheuseoftwowayleftturnlanesonurbanstreetsindenselydevelopedsuburbancommercialareashasincreasedasanalternativetoraisedmedianswithleftturnorUturnbays.Althoughnotasaestheticallypleasingasraised,plantedmedians,continuousleftturnlanescanimprovecapacity.Twowayleftturnlanesgenerallyarenotrecommendedinresidentialareasbecausetheydonotaffordasaferefugeforpedestrians.Also,thenumberofdrivewayscancreateunsafevehiclemaneuvers.
Shouldersincreasesafetyandhighwaycapacityandprovideaplaceforpedestriansandbicyclistswhennosidewalksareprovided.
(Rt.197,MD)
Shoulders
Althoughthephysicaldimensionsofautomobilesandtruckslimitthebasicwidthoftravellanes,thetreatmentofthatportionofthehighwaytotherightoftheactualtraveledway,thatis,the"
roadwayedge,"
providesthedesignerwithagreaterdegreeofflexibility.Thisistrueinbothurbanandruralareas,althoughdifferentdesignelementsaremoreappropriateineachlocation.
Shoulderwidthstypicallyvaryfromaslittleas0.6m(2ft)onminorruralroads,wherethereisnosurfacing,toabout3.6m(12ft)onmajorhighways,wheretheentireshouldermaybestabilizedorpaved.
Thetreatmentofshouldersisimportantfromanumberofperspectives,includingsafety,thecapacityofthehighwaysection,impactonthesurroundingenvironment,andboththeinitialcapitaloutlayandongoingmaintenanceandoperatingcosts.Theshoulderdesignshouldbalancethesefactors.Forexample,adesignermustconsidertheimpactoftheshoulderwidthandotherroadsideelementsonthesurroundingenvironmentand,atthesametime,howthesedimensionswillaffectcapacity.Evenwithamaximumlanewidthof3.6m(12ft),theabsenceofashoulderorthepresenceofanobstructionattheedgeofthetravellanecanresultinareductionincapacityofasmuchas30percent,comparedtoanareawhereshoulderorclearzoneexiststhatisaminimum1.8m(6ft)wide.Ontheotherhand,significantenvironmental,scenic,orhistoricresourcesmaybeadverselyaffectedbyawidenedshoulder.
Anotherconsiderationistheaccommodationofpedestriansandnonmotorizedvehicles.Inmanypartsofthecountry,highwayshouldersprovideaseparatetraveledwayforpedestrians,bicyclists,andothers(whennosidewalksareprovided).
(a)
(b