國外瀝青混合料規(guī)范要求MRTS30

MainRoads

TechnicalStandard

MRTS30

DenseGradedand

OpenGradedAsphalt

密級配和開級配瀝青

June09

ueenslandGovernment

IMPORTANTINFORMATION

TherequirementsofthisdocumentrepresentTechnicalPolicyofthedepartmentandcontainTechnical

Standards.CompliancewiththedepartmentsTechnicalStandardsismandatoryforallapplicationsforthe

design,construction,maintenanceandoperationofroadtransportinfrastructureinQueenslandbyoron

behalfoftheStateofQueensland.

Thisdocumentwillbereviewedfromtimetotimeastheneedarisesandinresponsetoimprovement

suggestionsbyusers.Pleasesendyourcommentsandsuggestionstothefeedbackemailgivenbelow.

FEEDBACK

Yourfeedbackiswelcomed.Pleasesendtomr.techdocs@.au.

COPYRIGHT

?StateofQueensland(DepartmentofTransportandMainRoads)2009

Copyrightprotectsthispublication.Exceptforthepurposespermittedbyandsubjecttotheconditions

prescribedundertheCopyrightAct,reproductionbyanymeans(includingelectronic,mechanical,

photocopying,microcopyingorotherwise)isprohibitedwithoutthepriorwrittenpermissionofthe

department.EnquiriesregardingsuchpermissionshouldbedirectedtotheRoad&DeliveryPerformance

Division,QueenslandDepartmentofTransportandMainRoads.

DISCLAIMER

Thispublicationhasbeencreatedforuseinthedesign,construction,maintenanceandoperationofroad

transportinfrastructureinQueenslandbyoronbehalfoftheStateofQueensland.

Wherethepublicationisusedinotherthanthedepartmentsinfrastructureprojects,theStateofQueensland

andthedepartmentgivesnowarrantiesastothecompleteness,accuracyoradequacyofthepublicationor

anypartsofitandacceptsnoresponsibilityorliabilityuponanybasiswhateverforanythingcontainedinor

omittedfromthepublicationorfortheconsequencesoftheuseormisuseofthepublicationoranypartsofit.

IfthepublicationoranypartofitformspartofawrittencontractbetweentheStateofQueenslandanda

contractor,thisdisclaimerappliessubjecttotheexpresstermsofthatcontract.

June09

DepartmentofTransportandMainRoadsMRTS30

TechnicalStandardDenseGradedandOpenGradedAsphalt

TableofContents

1INTRODUCTION..介紹1

2DEFINITIONOFTERMS.…定義1

3REFERENCEDDOCUMENTS…參考文獻2

4STANDARDTESTMETHODS..…標(biāo)準(zhǔn)檢測方法3

5QUALITYSYSTEMREQUIREMENTS質(zhì)量體系要求4

5.1HoldPoints,WitnessPointsandMilestones控點，證據(jù)點和里程碑4

5.2ConstructionProcedures…施工流程5

5.3ConformanceRequirements…?——致性要求5

5.4TestingFrequency..檢測頻率5

6INTENTIONOFTHISTechnicalSTANDARD…本技術(shù)標(biāo)準(zhǔn)的目的6

6.1General概要6

6.2DenseGradedAsphalt…密級配瀝青6

6.3OpenGradedAsphalt…??開級配瀝青6

7CONTRACTORRESPONSIBILITIES承包商責(zé)任6

8CONDITIONSFORMANUFACTUREANDLAYINGOFASPHALT..瀝青生產(chǎn)和鋪設(shè)條件6

8.1General..概要6

8.2AsphaltManufacture...瀝青生產(chǎn)7

8.3AsphaltPlacementandCompaction,瀝青鋪攤和壓實7

9QUARRYASSESSMENTANDCERTIFICATION..評估和和認(rèn)證8

10REGISTEREDMIXDESIGN.混合料設(shè)計注冊8

10.1DesignResponsibility…設(shè)計責(zé)任8

10.2ConstituentMaterialRequirements..構(gòu)成材料要求8

10.2.1General..概要8

10.2.2CoarseAggregate.粗骨料8

10.2.3FineAggregate細(xì)骨料9

10.2.4Filler.…填料9

10.2.5Binder..粘合劑9

10.2.6Additive..添加劑10

10.2.7ReclaimedAsphaltPavement(RAP)Material(DenseGradedAsphaltOnly).再生瀝青路面(RAP)

材料(僅密級配瀝青)10

10.3DesignCriteria設(shè)計標(biāo)準(zhǔn)10

10.3.1Grading..定級10

10.3.2BinderContent.粘合劑成分11

10.3.3MixProperties…混合料性能11

10.3.4PerformanceProperties(DenseGradedAsphaltOnly)..性能(僅密級配瀝青)12

10.4MixDesignRegistration…混合料設(shè)計注冊13

10.4.1General概要13

10.4.2LaboratoryAssessmentofProposedMixDesign.受推薦的混合料設(shè)計實驗室評估13

10.4.3ProductionTrial..試生產(chǎn)14

11MATERIALANDPRODUCTIONASPHALTCOMPLIANCE..材料和產(chǎn)品瀝青的一致性16

11.1General…概要16

11.2Charts..圖表16

11.3ConformanceRequirements.一致性要求16

11.3.1CoarseAggregate.粗料16

11.3.2FineAggregate細(xì)料18

11.3.3CombinedF川er….混合填料18

11.3.4Binder……粘合齊ij18

11.3.5AsphaltMix….瀝青混合料18

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11.4CharacterisationTesting(DenseGradedAsphaltOnly)表征測試(僅密級配瀝青)19

11.5PerformanceReporting性自言報告19

12CONSTRUCTION..MI19

12.1ConstructionProcedure..施工流程19

12.2ProcessRequirements工藝要求20

12.2.1StorageofAsphalt….瀝青存貯20

12.2.2LoadingofDeliveryVehicles..交付車輛的裝運20

12.2.3DeliveryofAsphalttotheWorks…瀝青交付到工程21

12.2.4PreparationoftheExistingSurface.艮［J有路面準(zhǔn)備21

12.2.5TackCoating,粘結(jié)層22

12.2.6LayingofAsphalt.瀝青鋪設(shè)23

12.2.7Compaction.…壓實28

12.2.8Joints…接頭29

12.2.9TemporaryRamps.臨時斜坡31

12.2.10SurfaceCorrection.…表面修補31

12.2.11SurfaceFinish…表面完工31

12.2.12CleanUp…清掃31

12.2.13OpeningtoTraffic..開放交通31

12.2.14ExposureofStructuralLayerstoWeather…全天候暴露結(jié)構(gòu)32

12.2.15TraffickingofAsphalt…瀝青路面上行車32

12.3ProductStandards產(chǎn)品標(biāo)準(zhǔn)32

12.3.1CompactionStandards.壓實標(biāo)準(zhǔn)32

12.3.2TextureDepth紋理深度33

12.3.3Geometries.幾彳可圖，衫33

13CONSTRUCTIONCOMPLIANCETESTING.施工合格測試35

13.1General.概要35

13.2TestingFrequency檢測頻率35

13.3Geometries36

13.4Compaction(DenseGradedAsphaltOnly)..壓實(僅密級酉己瀝青.)

37

13.4.1General概要37

13.4.2Surfacing,BinderandBaseLayers..面層，粘結(jié)層和基層37

13.4.3CorrectorLayers校正層37

13.4.4Joints.接頭38

13.5SurfaceTexture,表層結(jié)構(gòu)38

13.6SurfaceEvennessofFinalSurfacingLayer..最終的鋪面層表面均勻38

14SUPPLEMENTARYREQUIREMENTS,補充要求38

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TechnicalStandardDenseGradedandOpenGradedAsphalt

DenseGradedandOpenGradedAsphalt

密級配和開級配瀝青

1INTRODUCTION介紹

ThisTechnicalStandardappliestotheconstructionofasphaltpavementsandsurfacingsusingdense

gradedandopengradedasphalt.

本技術(shù)標(biāo)準(zhǔn)適用于瀝青路面和鋪面材料使用密級配和開級配瀝青的施工。

ThisTechnicalStandardshallbereadinconjunctionwithMRTS01IntroductiontoTechnicalStandards,

MRTS50SpecificQualitySystemRequirementsandotherTechnicalStandardsasappropriate.

本技術(shù)標(biāo)準(zhǔn)應(yīng)適當(dāng)結(jié)合MRTS01《技術(shù)標(biāo)準(zhǔn)介紹》，MRTS50《特殊質(zhì)量體系要求》和其他技術(shù)標(biāo)準(zhǔn)使

用。

ThisTechnicalStandardformspartoftheMainRoadsSpecificationsandTechnicalStandardsManual.

本技術(shù)標(biāo)準(zhǔn)是《干道規(guī)范和技術(shù)標(biāo)準(zhǔn)指南》的組成部分。

2DEFINITIONOFTERMS

術(shù)語定義

ThetermsusedinthisTechnicalStandardshallbeasdefinedinClause2ofMRTS01Introductionto

TechnicalStandards.FurtherdefinitionsareasdefinedinTable2.

本技術(shù)標(biāo)準(zhǔn)使用的名詞在MRTS01《技術(shù)標(biāo)準(zhǔn)介紹》第2款中定義過，進一步定義如表2所列。

Table2-DefinitionofTerms各項定義

TermDefinition

術(shù)語定義

addedfiller加填料Afillercomponentwhichisindependentlyaddedtothemixataspecified

proportion.Itmaybeanimportedfiller(e.g.flyash,hydratedlime)orareclaimed

filler(e.g.baghousedust).填料的成分一規(guī)定比例分別加入到混合血中。它可以是

輸入的填料(如飛灰，熟石灰)或者是回收填料(集塵室灰塵)

asphaltsupplierThemeansbywhichasphaltmanufacturersandpavingorganisationsare

registrationsystemapprovedtosupplyandlayasphaltonDepartmentofTransportandMainRoads

瀝青供應(yīng)商注冊制projects.通過此方式在交通和干道部的項目上批準(zhǔn)瀝青制造商和鋪攤組織供應(yīng)和鋪

度設(shè)瀝青

baselayer基層Pavementlayer,otherthanasurfacinglayerorbinderlayer,whichcontributesto

thestrengthofthepavement.路面結(jié)構(gòu)層，而不是面層或粘合層，此層有助于路

面強度

binderlayer粘合層Anasphaltlayerthatisplacedbetweenanasphaltbaselayerandanopengraded

asphaltsurfacinglayer.在瀝青基層和開級配瀝青面層之間的瀝青層

correctorlayer校正層Pavementlayer,belowthesurfacinglayer,whichrestoresthegeometricprofileof

anexistingpavementpriortoconstructionofanasphaltoverlay.路面結(jié)構(gòu)層在，在

面層下方，在先于瀝青覆蓋施工前復(fù)原即有路面的幾何輪廓。

densegradedasphalt密Aprocessedmixtureofbituminousbinder,mineralaggregateandfillerwithor

級配瀝青withoutadditives,whichismixed,stored,delivered,laidandcompactedwhilehot,

inaccordancewiththisTechnicalStandard.Densegradedasphaltmayalsobe

knownasasphalt,asphalticconcrete,bituminousconcrete,bituminousmixorhot

mix.依照本標(biāo)準(zhǔn)，已處理過的含或不含添加劑的瀝青粘合劑，礦料和填料的混合

物，其混合，存貯，運送，鋪攤和趁熱壓實。密級配瀝青也被稱為瀝青，瀝青混凝

±,混凝土瀝青，瀝青混合料或熱拌。

designbindercontent設(shè)Thebindercontentoftheregisteredmixdesign.已注冊的混合設(shè)計的粘合劑含量

計粘合劑含量

designgrading設(shè)計定級Thecombinedaggregate/fillerparticlesizedistributionoftheregisteredmix

design.已注冊的混合料設(shè)計的組合骨料/填料顆粒大小分布

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DenseGradedandOpenGradedAsphaltTechnicalStandard

Manufacturer制造商Anorganisationwhichhasthenecessaryplantandequipmenttomanufacture

densegradedandopengradedasphalttothisTechnicalStandard.具有必需的

車間，設(shè)備用來生產(chǎn)密級配和開級配瀝青達(dá)到本技術(shù)標(biāo)準(zhǔn)的組織

mixdesign混合料設(shè)計Thedesignofanasphaltmixofaparticularnominalsize,comprisingthetypeand

proportionsoftheconstituentmaterials.一份詳細(xì)公稱尺寸的瀝青混合料設(shè)并，包

含各成分材料的型號和比例。

mixdesigncertificate混AcertificateissuedbytheDepartmentofTransportandMainRoadstoa

合設(shè)計證書manufacturerconfirmingthatthemanufacturerhasaregisteredmixdesign.Itmay

beeitheralaboratoryverifiedcertificateoraproductionverifiedcertificate.

交通和干道部頒發(fā)給制造商的證書，確認(rèn)該制造商具備經(jīng)注冊的混合料設(shè)計。該證

書也可以是實驗室驗證證書或生產(chǎn)驗證證書。

mixdesignregistrationWrittennotificationissuedbytheDepartmentofTransportandMainRoadstoa

混合設(shè)計注冊manufacturerregisteringamixdesign.由交通和干道部出具給注冊混合料設(shè)計制

造商的書面通知。

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TechnicalStandardDenseGradedandOpenGradedAsphalt

TermDefinition

術(shù)語定義

opengradedasphaltAprocessedmixtureofbituminousbinder,mineralaggregateandfillerwithor

開級配瀝青withoutadditives,whichismixed,stored,delivered,laidandcompactedwhilehot,

inaccordancewiththisTechnicalStandard.Themixturecontainsonlysmall

amountsoffinematerial,providingahighpercentageofairvoids.Opengraded

asphaltmayalsobereferredtoasasphalt,bituminousmixoropengradedfriction

courseasphalt.

依照本標(biāo)準(zhǔn)，已處理過的含或不含添加劑的瀝青粘合劑，礦料和填料的混合物，其

混合，存貯，運送，鋪攤和趁熱壓實?；旌狭习▋H僅少量的細(xì)料，提供高百分比

的空氣空隙。開級配瀝青也可以稱為瀝青，瀝青混合物或開級配耐磨瀝青層

productionasphaltTheopengradedordensegradedasphalt,producedattheasphaltplantbythe

生產(chǎn)瀝青registeredmanufacturerusingtheregisteredmixdesign,foruseinworkunderthe

Contract.

由已注冊的制造商使用注冊后的混合料設(shè)計，在瀝青車間生產(chǎn)開級配或密級配瀝青

用于合同項下的工程使用。

productionrunAperiodofcontinuousasphaltproductionatthemanufacturingplant.

生產(chǎn)運營在生產(chǎn)車間一段連續(xù)時間的瀝青生產(chǎn)

productiontrialProductionofamixdesignthathasalaboratoryverifiedcertificatebya

試生產(chǎn)manufacturertoconfirmthatthemixdesigncanbemanufacturedtocomplywith

thisTechnicalStandard.混合料設(shè)計的生產(chǎn)具有制造商的實驗室驗證書以扁認(rèn)制造

的混合料符合本技術(shù)標(biāo)準(zhǔn)

proposedmixdesignAmixdesignforopengradedordensegradedasphaltinaparticularnominalsize

受推薦的混合料設(shè)計submittedbyamanufacturerforregistration.

由制造商提交注冊的詳細(xì)公稱尺寸的開級配或密級配瀝青的混合料設(shè)計

reclaimedasphaltAsphaltwhichhasbeenmilledorexcavatedfromexistingasphaltpavements,or

pavement(RAP)returnedfromjobsites.

material瀝青已經(jīng)被碾碎或從既有瀝青路面開挖出來，或由工作現(xiàn)場返送。

再生瀝青路面

(RAP)材料

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

manufacturerregistrationasanasphaltsupplierforasphaltmanufacture.

已注冊的瀝青制造0前有在交通和干道部為瀝青生產(chǎn)注冊作為瀝青供應(yīng)商

商

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

pavingorganisationregistrationasanasphaltsupplierforasphaltpaving.

已注冊的瀝青鋪攤目前有在交通和干道部注冊作為瀝青鋪攤的瀝青供應(yīng)商的組織

組織

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

supplierregistrationforasphaltmanufactureand/orasphaltpaving.

已注冊的瀝青供應(yīng)目前有在交通和干道部為瀝青生產(chǎn)和/或瀝青鋪攤注冊的組織

商

registeredmixdesignThemixdesign,ofaparticularnominalsizeofopengradedordensegraded

已注冊的混合料設(shè)計asphalt,whichhasbeensubmittedbyamanufacturerandregisteredbythe

DepartmentofTransportandMainRoads.混合料設(shè)計，已經(jīng)由制造商提交并

在交通和干道部注冊的開級配或密級配的公稱尺寸

rollerpass壓實Onepassofbothaxlesofarolleroveraspecificpointinonedirection.

在一個特定點單方向雙軸壓實一遍

smallproductionlot小批Aproductionasphaltlotconsistingoflessthan100tonnesofasphalt.

量生產(chǎn)生產(chǎn)的瀝青量由小月100噸的瀝青組成。

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surfacinglayer面層Pavementlayerwhichshallbedirectlytraffickedbyvehicles.

車輛行駛直接接觸到的路面結(jié)構(gòu)層

3REFERENCEDDOCUMENTS

參考文件

Table3listsdocumentsreferencedinthisTechnicalStandard.

本技術(shù)標(biāo)準(zhǔn)參考表3所列文件

Table3-ReferencedDocuments

表3?參考文件

ReferenceTitle

參考標(biāo)題

AS1141.7Methodsforsamplingandtestingaggregates-Apparentparticledensity

骨料取樣和檢測方法?表面顆粒密度

AS1141.17Methodsforsamplingandtestingaggregates-Voidsindrycompactedfiller

骨料取樣和測試方法■干壓填料中的空隙

Methodsofsamplingandtestingasphalt-Determinationofbulkdensityof

AS2891.9.3

compactedasphalt-Mensurationmethod

瀝青取樣和檢測方法■測定壓實瀝青的單位密度?Mensuration方法

AS2891.11Methodsofsamplingandtestingasphalt-Degreeofparticlecoating

瀝青取樣和檢測方法-顆粒涂層度

Methodsofsamplingandtestingasphalt-Determinationoftheresilient

AS2891.13.1

modulusofasphalt-Indirecttensilemethod瀝青取樣和檢測方■測定瀝

青彈性模量-間接拉伸法

AS9001Qualitymanagementsystems-Requirements質(zhì)量管理體系■要求

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TechnicalStandardDenseGradedandOpenGradedAsphalt

4STANDARDTESTMETHODS

標(biāo)準(zhǔn)檢測方法

ThestandardtestmethodsgiveninTable4shallbeusedinthisTechnicalStandard.

本技術(shù)標(biāo)準(zhǔn)使用表4內(nèi)的標(biāo)準(zhǔn)檢測方法

FurtherdetailsoftestnumbersandtestdescriptionsaregiveninClause4ofMRTS01Introductionto

TechnicalStandards.

MRTS01《技術(shù)標(biāo)準(zhǔn)介紹》第4款有給出檢測編碼碼和檢測內(nèi)容的進一步內(nèi)容

Table4-StandardTestMethods

表4?標(biāo)準(zhǔn)檢測方法

PropertytobeTestedTestMethodNumber

性能測試測試方法編碼

GENERAL

概要

Selectionofsamplingortestlocations(randomstratifiedsampling)Q050

選取取樣或檢測的位置(隨機分層取樣)

Samplingofsoils,crushedrockandaggregatesQ060

泥土，碎石和骨料的取樣

AGGREGATE

骨料

Samplepreparation取樣準(zhǔn)備Q101

Particlesizedistribution顆粒大小分布Q103B

Flakinessindex片狀指數(shù)Q201A

Polishedaggregatefrictionvalue拋光骨料摩擦值Q203

Tenpercentfinesvalue(wet)百分之十的微粒值(濕)Q205B

Wet/drystrengthvariation濕/干強度變化Q205C

Degradationfactor退化因素Q208B

Waterabsorption吸水率Q214B

Crushedparticles粉碎顆粒Q215

Weakparticles弱粒子Q217

FILLER

填料

Clayindexvalue粘土指標(biāo)值Q129

Apparentparticledensity表觀顆粒密度AS1141.7

Voidsindrycompactedfiller干壓填料空隙AS1141.17

ASPHALT

瀝青

Samplingofasphaltmix瀝青混合料取樣Q301

Drycoringofboundmaterials綁定材料干取芯Q302A

Wetcoringofboundmaterials綁定材料濕取芯Q302B

Preparationofcoresamples制備取芯樣品Q303A

Preparationofasphaltmixfromacoresample從取芯樣品制備瀝青混合物Q303B

Permeabilityofasphalt瀝青滲透率Q304A

Assessmentofasphaltpermeability瀝青滲透率評估Q304B

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Marshallstability,flowandstiffness馬歇爾穩(wěn)定度，流量和硬度Q305

Compacteddensity壓實密度Q306A,Q306B,

Q306C,Q306Dor

AS2891.9.3,Q306E

Maximumdens讓y最大密度Q307A

Bindercontentandaggregategrading粘合劑成分和骨料定級Q308A,Q308D

Preparation,testingandevaluationofasphaltmix制備,檢測和評定瀝青混合Q309

料

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TechnicalStandardDenseGradedandOpenGradedAsphalt

PropertytobeTestedTestMethodNumber測

性能測試試方法編碼

Binderdrainage粘合劑排水Q310

Voidscalculationsforcompactedasphalt壓實瀝青的空隙計算Q311

Abrasionloss磨耗Q313

Relativecompaction相對壓實Q314

Binderfilmthickness粘合劑膜厚度Q317

Manufactureoflaboratoryslabsforwheeltrackertesting車轍實驗的預(yù)制板生Q319

產(chǎn)

Deformationofasphalt瀝青變形Q320

Fixedandfreebinder固定和自由粘合劑Q321

Gyratorycompactioncurve旋轉(zhuǎn)壓實曲線Q322

Texturedepth紋理深度Q705

Surfaceevenness表面均勻度Q708

Threemetrestraightedge三米直FWQ712

Degreeofparticlecoating顆粒涂層度AS2891.11

Resilientmodulus彈性模量AS2891.13.1

5QUALITYSYSTEMREQUIREMENTS質(zhì)量體系要求

5.1HoldPoints,WitnessPointsandMilestones控點,證據(jù)點和里程碑

GeneralrequirementsforHoldPoints,WitnessPointsandMilestonesarestatedinClause5.2ofMRTS01

IntroductiontoTechnicalStandards.

在MRTS01《技術(shù)標(biāo)準(zhǔn)介紹》第5.2款有對控點，證據(jù)點和里程碑的總體要求。

TheHoldPoints,WitnessPointsandMilestonesapplicabletothisTechnicalStandardaresummarisedin

Table5.1.

適用于本技術(shù)標(biāo)準(zhǔn)的控點，證據(jù)點和里程碑如表5.1歸納

Table5.1-HoldPoints,WitnessPointsandMilestones

表5.1?控點,證據(jù)點和里程碑

ClauseHoldPointWitnessPointMilestone

條款控點證據(jù)點里程碑

Assessmentofpavement

7

defects

路面影響的評估

1.AsphaltmixdesignSubmissionofasphaltmix

8.2

acceptance瀝青混designcertificate(7days)

合料設(shè)計接納提交瀝青混合料設(shè)計證書

(7天)

Registeredmixdesign

10.4.2

(28daysand14days)己注

冊的混合料設(shè)計(28天和

14天)

Trialofasphaltmanufacture瀝

青試生產(chǎn)

Submissionofproductiontrial

details(7days)

提交試生產(chǎn)詳情(7天)

Page7of38

MRTS30

June09

MRTS30DepartmentofTransportandMainRoads

DenseGradedandOpenGradedAsphaltTechnicalStandard

2.Abilitytomanufacture

registeredmixdesign

投產(chǎn)已注冊混合料設(shè)

計能力

Submissionofaggregate

11.3.1

testingcontrolcharts提