國(guó)外瀝青混合料規(guī)范要求MRTS30

MainRoads

TechnicalStandard

MRTS30

DenseGradedand

OpenGradedAsphalt

密級(jí)配和開(kāi)級(jí)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(xiàn)2

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

5QUALITYSYSTEMREQUIREMENTS質(zhì)量體系要求4

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

5.2ConstructionProcedures…施工流程5

5.3ConformanceRequirements…?——致性要求5

5.4TestingFrequency..檢測(cè)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(jí)配瀝青6

6.3OpenGradedAsphalt…??開(kāi)級(jí)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(shí)7

9QUARRYASSESSMENTANDCERTIFICATION..評(píng)估和和認(rèn)證8

10REGISTEREDMIXDESIGN.混合料設(shè)計(jì)注冊(cè)8

10.1DesignResponsibility…設(shè)計(jì)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(jí)配瀝青)10

10.3DesignCriteria設(shè)計(jì)標(biāo)準(zhǔn)10

10.3.1Grading..定級(jí)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(jí)配瀝青)12

10.4MixDesignRegistration…混合料設(shè)計(jì)注冊(cè)13

10.4.1General概要13

10.4.2LaboratoryAssessmentofProposedMixDesign.受推薦的混合料設(shè)計(jì)實(shí)驗(yàn)室評(píng)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(cè)試(僅密級(jí)配瀝青)19

11.5PerformanceReporting性自言報(bào)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(yùn)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(shí)28

12.2.8Joints…接頭29

12.2.9TemporaryRamps.臨時(shí)斜坡31

12.2.10SurfaceCorrection.…表面修補(bǔ)31

12.2.11SurfaceFinish…表面完工31

12.2.12CleanUp…清掃31

12.2.13OpeningtoTraffic..開(kāi)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(shí)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(cè)試35

13.1General.概要35

13.2TestingFrequency檢測(cè)頻率35

13.3Geometries36

13.4Compaction(DenseGradedAsphaltOnly)..壓實(shí)(僅密級(jí)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(bǔ)充要求38

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June09

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TechnicalStandardDenseGradedandOpenGradedAsphalt

DenseGradedandOpenGradedAsphalt

密級(jí)配和開(kāi)級(jí)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(jí)配和開(kāi)級(jí)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(yǔ)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(guò)，進(jìn)一步定義如表2所列。

Table2-DefinitionofTerms各項(xiàng)定義

TermDefinition

術(shù)語(yǔ)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(cè)制projects.通過(guò)此方式在交通和干道部的項(xiàng)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(qiáng)度

binderlayer粘合層Anasphaltlayerthatisplacedbetweenanasphaltbaselayerandanopengraded

asphaltsurfacinglayer.在瀝青基層和開(kāi)級(jí)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(jí)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(guò)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(yùn)送，鋪攤和趁熱壓實(shí)。密級(jí)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(cè)的混合設(shè)計(jì)的粘合劑含量

計(jì)粘合劑含量

designgrading設(shè)計(jì)定級(jí)Thecombinedaggregate/fillerparticlesizedistributionoftheregisteredmix

design.已注冊(cè)的混合料設(shè)計(jì)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(lái)生產(chǎn)密級(jí)配和開(kāi)級(jí)配瀝青達(dá)到本技術(shù)標(biāo)準(zhǔn)的組織

mixdesign混合料設(shè)計(jì)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(hào)和比例。

mixdesigncertificate混AcertificateissuedbytheDepartmentofTransportandMainRoadstoa

合設(shè)計(jì)證書(shū)manufacturerconfirmingthatthemanufacturerhasaregisteredmixdesign.Itmay

beeitheralaboratoryverifiedcertificateoraproductionverifiedcertificate.

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

書(shū)也可以是實(shí)驗(yàn)室驗(yàn)證證書(shū)或生產(chǎn)驗(yàn)證證書(shū)。

mixdesignregistrationWrittennotificationissuedbytheDepartmentofTransportandMainRoadstoa

混合設(shè)計(jì)注冊(cè)manufacturerregisteringamixdesign.由交通和干道部出具給注冊(cè)混合料設(shè)計(jì)制

造商的書(shū)面通知。

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TechnicalStandardDenseGradedandOpenGradedAsphalt

TermDefinition

術(shù)語(yǔ)定義

opengradedasphaltAprocessedmixtureofbituminousbinder,mineralaggregateandfillerwithor

開(kāi)級(jí)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(guò)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(yùn)送，鋪攤和趁熱壓實(shí)。混合料包括僅僅少量的細(xì)料，提供高百分比

的空氣空隙。開(kāi)級(jí)配瀝青也可以稱為瀝青，瀝青混合物或開(kāi)級(jí)配耐磨瀝青層

productionasphaltTheopengradedordensegradedasphalt,producedattheasphaltplantbythe

生產(chǎn)瀝青registeredmanufacturerusingtheregisteredmixdesign,foruseinworkunderthe

Contract.

由已注冊(cè)的制造商使用注冊(cè)后的混合料設(shè)計(jì)，在瀝青車間生產(chǎn)開(kāi)級(jí)配或密級(jí)配瀝青

用于合同項(xiàng)下的工程使用。

productionrunAperiodofcontinuousasphaltproductionatthemanufacturingplant.

生產(chǎn)運(yùn)營(yíng)在生產(chǎn)車間一段連續(xù)時(shí)間的瀝青生產(chǎn)

productiontrialProductionofamixdesignthathasalaboratoryverifiedcertificatebya

試生產(chǎn)manufacturertoconfirmthatthemixdesigncanbemanufacturedtocomplywith

thisTechnicalStandard.混合料設(shè)計(jì)的生產(chǎn)具有制造商的實(shí)驗(yàn)室驗(yàn)證書(shū)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(jì)submittedbyamanufacturerforregistration.

由制造商提交注冊(cè)的詳細(xì)公稱尺寸的開(kāi)級(jí)配或密級(jí)配瀝青的混合料設(shè)計(jì)

reclaimedasphaltAsphaltwhichhasbeenmilledorexcavatedfromexistingasphaltpavements,or

pavement(RAP)returnedfromjobsites.

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

再生瀝青路面

(RAP)材料

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

manufacturerregistrationasanasphaltsupplierforasphaltmanufacture.

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

商

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

pavingorganisationregistrationasanasphaltsupplierforasphaltpaving.

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

組織

registeredasphaltAnorganisationwhichhascurrentDepartmentofTransportandMainRoads

supplierregistrationforasphaltmanufactureand/orasphaltpaving.

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

商

registeredmixdesignThemixdesign,ofaparticularnominalsizeofopengradedordensegraded

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

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

在交通和干道部注冊(cè)的開(kāi)級(jí)配或密級(jí)配的公稱尺寸

rollerpass壓實(shí)Onepassofbothaxlesofarolleroveraspecificpointinonedirection.

在一個(gè)特定點(diǎn)單方向雙軸壓實(shí)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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DenseGradedandOpenGradedAsphaltTechnicalStandard

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(cè)方法?表面顆粒密度

AS1141.17Methodsforsamplingandtestingaggregates-Voidsindrycompactedfiller

骨料取樣和測(cè)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(cè)方法■測(cè)定壓實(shí)瀝青的單位密度?Mensuration方法

AS2891.11Methodsofsamplingandtestingasphalt-Degreeofparticlecoating

瀝青取樣和檢測(cè)方法-顆粒涂層度

Methodsofsamplingandtestingasphalt-Determinationoftheresilient

AS2891.13.1

modulusofasphalt-Indirecttensilemethod瀝青取樣和檢測(cè)方■測(cè)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(cè)方法

ThestandardtestmethodsgiveninTable4shallbeusedinthisTechnicalStandard.

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

FurtherdetailsoftestnumbersandtestdescriptionsaregiveninClause4ofMRTS01Introductionto

TechnicalStandards.

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

Table4-StandardTestMethods

表4?標(biāo)準(zhǔn)檢測(cè)方法

PropertytobeTestedTestMethodNumber

性能測(cè)試測(cè)試方法編碼

GENERAL

概要

Selectionofsamplingortestlocations(randomstratifiedsampling)Q050

選取取樣或檢測(cè)的位置(隨機(jī)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(qiáng)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(píng)估Q304B

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June09

MRTS30DepartmentofTransportandMainRoads

DenseGradedandOpenGradedAsphaltTechnicalStandard

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

Compacteddensity壓實(shí)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(jí)Q308A,Q308D

Preparation,testingandevaluationofasphaltmix制備,檢測(cè)和評(píng)定瀝青混合Q309

料

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MRTS30

June09

DepartmentofTransportandMainRoadsMRTS30

TechnicalStandardDenseGradedandOpenGradedAsphalt

PropertytobeTestedTestMethodNumber測(cè)

性能測(cè)試試方法編碼

Binderdrainage粘合劑排水Q310

Voidscalculationsforcompactedasphalt壓實(shí)瀝青的空隙計(jì)算Q311

Abrasionloss磨耗Q313

Relativecompaction相對(duì)壓實(shí)Q314

Binderfilmthickness粘合劑膜厚度Q317

Manufactureoflaboratoryslabsforwheeltrackertesting車轍實(shí)驗(yàn)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(shí)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(diǎn),證據(jù)點(diǎn)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(duì)控點(diǎn)，證據(jù)點(diǎn)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(diǎn)，證據(jù)點(diǎn)和里程碑如表5.1歸納

Table5.1-HoldPoints,WitnessPointsandMilestones

表5.1?控點(diǎn),證據(jù)點(diǎn)和里程碑

ClauseHoldPointWitnessPointMilestone

條款控點(diǎn)證據(jù)點(diǎn)里程碑

Assessmentofpavement

7

defects

路面影響的評(píng)估

1.AsphaltmixdesignSubmissionofasphaltmix

8.2

acceptance瀝青混designcertificate(7days)

合料設(shè)計(jì)接納提交瀝青混合料設(shè)計(jì)證書(shū)

(7天)

Registeredmixdesign

10.4.2

(28daysand14days)己注

冊(cè)的混合料設(shè)計(jì)(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)

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June09

MRTS30DepartmentofTransportandMainRoads

DenseGradedandOpenGradedAsphaltTechnicalStandard

2.Abilitytomanufacture

registeredmixdesign

投產(chǎn)已注冊(cè)混合料設(shè)

計(jì)能力

Submissionofaggregate

11.3.1

testingcontrolcharts提