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檢測員試題(Testquestions)
Testpersonnelexaminationoutline
Thetestinspectorshallbebasedonthefieldoperatingskills
thatshouldbemet.
Examinationquestions
Theexamconsistsoffourforms:multiplechoice,judgment
questionsandmultiple-choicequestionsand,
(L)radioquestion:eachtopichasfouroptions,andrequires
thereferencestafftoselecttheonlycorrectanswerfromthe
fouralternativesbyexaminingthequestionsinquestion,1
pointspersubject.
(2)todeterminetheproblem:foreachquestionalistof
possiblefacts,byexaminingthefactsarecorrectorwrong
judgment.1pointsforeachquestion.
(3)amultiple-choicequestion:foreachquestionlisted
options,therearetwoormorethantwocorrectanswer,2points
foreachquestion.Alloptionsarecorrectlyscored,theoption
ispartiallycorrect,thescoreisproportional,andthereis
anerror.Theoptiondoesnotscore.
(4)questionandanswerquestions:dividedintoexperimental
operationquestions,simpleanswer,caseanalysisquestions
andcalculationquestions,eachsubject10points.
Two,subjectsettings
Specializedsubjectsaredividedinto:materials,highways,
bridges,tunnels,trafficsafetyfacilitiesandmechanicaland
electricalengineering.Eachtestsettheradio30Road,30Road,
judge20multiple-choicequestions,5techniques,total150
points,90pointsforqualified,theexaminationtimefor150
minutes.
Three,examinationcontentreferenceproportion
Includingthe“material“testsubjects:soiltest30%,
aggregate10%,20%cementandcementconcrete,asphaltand
asphaltmixture,20%inorganiccombinedstabilizingmaterials
5%,5%,5%stonesteelandgeosynthetics5%.
Theexaminationsubjectsofhighwayinclude:highway
engineeringqualityinspectionandevaluationstandard25%,
asphaltmixtureandcementconcrete20%,pavementbaseandbase
material20%,subgradeandpavementfieldtesttest35%.
Theexaminationsubjectsofbridgeinclude:BridgeEngineering,
rawmaterial20%,bridgeengineeringfoundation30%,bridge
superstructure30%,bridgeloadtestandconditionmonitoring
20%.
Four,referencematerialsandreferencematerials
Ineachsubjectexamoutlinearelistedinthebibliography-
concerningtheexamination,specialemphasisisthatwhenthe
contentsofatextbookandtheexistingstandardscorresponding
tothecontentisnotconsistent,shouldbebasedonthecontent
ofcurrenteffectivenationalstandardsandindustry
standards.
Thesecondpart,examinationpersonnelexaminationoutline
Chapter1,materials
Twotestpilotexaminationoutline
(1)examinationpurposesandrequirements
Thetheoryofknowledge-Tearsrequirecandidatestoamore
comprehensiveunderstandingofroadmaterialstestingfor
detection,mastercertainexperimentalskills,coveringsoil
test,aggregate,cementandcementconcrete,asphaltand
asphaltmixture,inorganiccombinedstabilizingmaterials,
steel,stoneandgeosyntheticsetc..Throughunderstanding,
familiarwith,graspthreelevels,evaluationofcandidates
grasptheroadmaterialstesting,testingtechniquesofbasic
principles,methods,andpracticaloperationproficiency.
(two)mainexaminationcontent;
1.geotechnicaltests
(L)conversionofsoilcompositionandphysicalproperties
Understanding:theformationofsoil.
Familiarwith:threephasecompositionofsoil;physical
propertiesofsoi1indicatorsandindicatorsconversion.
Testing:relativedensitytests;watercontenttests;density
tests.
(2)classificationandengineeringclassificationofsoil
particles
Understanding:particlesize,particlesize,composition,and
methodsofpresentation.
Familiarwith:soilgraingradingindex:C.C.Soilparticle
sizeandparticledivision.
Master:soilengineeringclassificationandnomenclature
(currenthighwaygeotechnicaltestprocedures);particle
analysistest.
(3)relativesoilcompactnessand1imitwatercontent;
Understanding:naturalconsistencytest.
Familiarwith:thebasicconceptandexpressionofrelative
densityD;thelimitsoilwatercontent(liquid1imittwo:
plasticlimit,PandshrinkagelimitworkS);plasticityindex
andliquidindexperson.
Master:Testofrelativecompactnessofsand;limitmoisture
contenttest.
(4)dynamiccharacteristicsandcompactiontestofsoil;
Understanding:theengineeringmeaningofcompaction;the
principleofcompactiontest.
Familiarwith:compactioncharacteristicsofsoil.
Grasp:compactiontest.
(5)compressibilityindexandstrengthindexofsoi1;
Understanding:compressionmechanism.
Familiarwith:indoorcompressiontestandcompressionindex;
theconceptofCBR.
Master:loadratio(CBR)test.
[6)collectionandpreparationofsoilsamples
Understanding:collection,transportationandstorageofsoil
samples.
Master:soilsamplesandspecimenpreparation.
2.aggregates
(L)basicconceptsofcoarseaggregate
Understanding:thedefinitionofaggregates;theconceptof
standardsieves.
Familiarwith:themethodofaggregatedivision;theconcept
ofmaximumparticlesizeandnominalmaximumparticlesizeof
coarseaggregate.
(2)coarseaggregatedensity;
Understanding:variousdensitydefinitionsforcoarse
aggregate(involvingstoneandfineaggregate).
Familiarwith:densitycommondimensions;applicable
conditionsfordifferentdensities.
Mastering:experimentaloperationandresultcalculationof
apparentdensityandvolumedensityofwool.
(3)waterabsorptionandweatherresistanceofcoarse
aggregate;
Understanding:waterabsorptionandweatherresistance
definitions.
(4)coarseaggregateparticleshape;
Understanding:theinfluenceofneedleandflakeparticleson
aggregateapplication.
Familiarity:amethodfordefiningneedleshapedflakesfortwo
differentapplications.
Mastering:themethodofexaminationandexaminationofthe
needleandflakeparticlesfordifferentpurposesandthe
importantfactorsaffectingthetest.
(5)mechanicalpropertiesofcoarseaggregate
Understanding:thedefinitionofmechanicalpropertiesandthe
contentofmechanicalproperties.
Familiarwitheachmechanicalproperty,testresult
calculationandmeaningoftestresult.
Master:thekeyfactorsoftestresultsthetestcontents,
proceduresandeffect;attentionwereappliedtocement
concreteorasphaltmixturecharacteristicsanddifferences
betweenthetestmethodsofoperationonthecoarseaggregate.
(6)coarseaggregatecrushingtest;
Understanding:thepurposeofcrushingtest.
Familiarwiththeoperationdifferencesbetweentwodifferent
crushingtests.
Master:proceduresfordifferentcrushingtests.
(7)Losangelesabrasiontestofcoarseaggregate
Understanding:Losangelesabrasiontestpurpose.
Master:Losangelestestoperationsteps.
(8)coarseaggregateintegrateabrasiontestandpolishingtest
Understanding:thepurposeofthetwoexperiment.
Familiarity:themeaningofthetwotestproceduresandtest
results.
(9)thetechnicalpropertiesoffineaggregate(sand)
Understanding:thetechnicalscopeofsand,thetypesof
harmfulingredientsinsandandthebasicmethodsoftesting.
Familiarwiththevariousconceptsinvolvedinfineaggregate
screeningandtheirrelationship,andthemethodofcalculating
aggregategradation.Master:theoperationprocessoffine
aggregatescreeningtest,thevariousfactorsaffectingthe
accuracyofthetest,thecalculationofthescreeningresults,
thecalculationmethodoffinenessmodulus,andthe
determinationmethodofsandthickness.
(10)technicalrequirementofsand;
Understanding:technicalrequirementsforsand.
(11)gradingofmineralaggregate;
Understanding:themethodofplottinggradationcurveandthe
meaningofgradationrange.
Familiarwith:gradationtypeofmineralaggregate;
characteristicsofdifferentgradationtypes.
Mastering:theoperationmethodofsynthesistomeetthe
gradationrequirementsofmineralaggregate-graphicmethod.
3.cementandcementconcrete
(L)basicconceptsofcement;
Understanding:thedefinition,generalcharacteristicsand
applicablescopeofthefivemajorcementvarieties.
(2)finenessofcement
Understanding:theinfluenceofcementfinenessoncement
properties.
Familiarwith:theconceptoffinenessofcement-Sievemargin
andspecificsurfacearea.
Mastering:operationmethodandcharacteristicsofsieving
methodfortestingcementfineness.
(3)waterconsumptionofstandardconsistencyofcementpaste;
Understanding:theconceptofcementpasteconsistencyand
standardconsistency;thesignificanceofdeterminingthe
waterconsumptionofstandardconsistencyofcementpaste.
Familiarity:Testmethodsfortwostandardconsistency
determinationmethods:standardmethod(VEKAinstrument)and
substituting(Trialconemethod).
TomasterthemethodofmeasuringtheconsistencyofVEKA
apparatus;therelationbetweenthemethodofadjustingwater
consumptionandthemethodoffixedwaterconsumptioninthe
trialconemethodandtheoperationprocedure.
(4)cementsettingtime;
Familiarwith:definitionofcementsettingtime;influenceof
settingtimeonengineering.
Master:theoperationmethodandnoticeofsettingtime.
(5)soundnessofcement
Understanding:cementstabilitydefinition,stabilityimpact
onthequalityoftheproject.
Familiarwith:standardmethodfordeterminationofstability
-Rayleighclampmethod,substitutionmethod,testcakemethod.
(6)mechanicalpropertiesofcement
Understand:cementmechanicalpropertiesevaluationmethod-
cementmortarmethod.
Familiarwith:themainfactorsaffectingthemechanical
strengthofcement;thecalculationofcompressivestrengthand
flexuralstrengthandthedataprocessingoftheresults.
Master:operationstepsofcementmortarstrengthtest.
(7)technicalstandardsandqualityevaluationofcement;
Understanding:themaincontentofcementtechnicalstandard.
Familiarwith:physicalandmechanicalindicatorsrelatedto
routinetests;methodsofdeterminingcementstrengthlevels;
methodsofjudgingwasteandsubstandardcement.
(8)thebasicconceptofcementconcrete
Understanding:concretematerialcomposition;theconceptof
plainconcrete.
(9)workability(workability)offreshlymixedcement
concrete;
Understand:Vebeconsistencytestmethod.
Familiarwith:definitionofworkabilityofconcrete;
operationprincipleofslumptest;methodofevaluating
workabilityduringtest;factorsaffectingworkabilityof
concrete.
Master:operationprocedureforslumptest.
(10)settingtimeofcementconcretemixture;
Understand:concretesettingtimedetectionmethods,
precautions.
(11)themechanicalstrengthofhardenedcementconcrete
Understanding:thebasisfordeterminingthestrengthof
concrete;thefactorsthataffectthemechanicalstrengthof
concrete.
Familiarwithcubeandprismconcretespecimenformingmethod
andmechanicalpropertytestmethod.
Master:Testofcompressiveandflexuraltensilestrength,
operationprocedureandresultcalculation.
(12)mixproportiondesignofcementconcrete
Understanding:mixdesignrequirementsanddesignsteps.
Familiarwith:compositionofcementconcretematerial
performancerequirements;designprocessofthemaincontent
ofeachstep.Preliminarymixingratiodesignstage:familiar
withtherelationshipbetweenpreparationstrengthanddesign
strength,watercementratiocalculationmethod,water
consumption,sandratelook-uptablemethod,andgravel
materialcalculationmethod.
Testroommixdesignphase:familiarwithworktestmethod,and
workadjustment.Thedesignofbasemixtureratio:familiar
withstrengthverificationprincipleanddensitycorrection
method.
Sitemixdesignstage:familiarwiththesitesitesandwater
contentadjustmentmethodofmixingratio.
4.asphaltandasphaltmixture
(L)basicconceptsofBituminousMaterials
Understanding:generalclassificationofasphalt.
Master:asphaltsuitability,climatezoningprinciple,zoning
method.
(2)thedegreeofasphaltneedle
Understanding:themeaningofneedledegree;themeaningof
humanindex.
Familiarwith:thefactorsthatinfluencepenetrationof
asphalt;relationbetweenpenetrationandasphaltgrade.
Master:TestMethodformanualtestofasphaltneedle.
(3)softeningpointofasphalt
Understanding:thepropertiesofasphaltrepresentedby
softeningpoint.
Familiar:factorsaffectingsofteningpoint.
Mastering:TestMethodofsofteningpointtest.
(4)asphaltductility
Understanding:themeaningofductility.
Familiarity:factorsaffectingductility.
Master:operationmethodofductilitytest.
(5)asphaltdensity
Familiarwith:asphaltdensitytestmethod.
(6)asphaltwaxcontent;
Understand:waxcontenttestoperationprocess.
(7)asphalttechnicalrequirement;
Understanding:asphaltgradeconcept,differentgradesof
asphaltscopeofapplication;asphalttechnicalstandardsare
mainlycovered.Familiarwith:theclassificationbasisof
asphaltmark;thegeneralregulationoftheapplicabilityof
differentgradesofasphalt.
(s)basicconceptsofbituminousmixtures;
Understanding:theclassificationofasphaltmixture;the
structuretypeandcharacteristicsofasphaltmixture.
(9)hightemperaturestabilityofasphaltmixture
Understanding:themeaningofhightemperaturestabilityof
asphaltmixture;thekeytestmethodforevaluatingthehigh
temperaturestabilityofasphaltmixtureruttingtest.
Master:Marshal1testmethodforasphaltmixture.
(10)durabilityofasphaltmixture
Familiarwith:evaluationofasphaltmixturedurability-
porosity,saturation,residualstability.
(11)technicalrequirementsofasphaltmixture
Understandingofthetechnicalspecificationsofbituminous
mixturesandtheperformancetheyrepresent.
(12)thetestmethodofasphaltmixtureMarshalltestspecimen
Understanding:calculationmethodofMarshallspecimen
compositionmaterial;Marshal1asphaltcontentapproximate
rangedeterminationmethod.Familiarwith:asphaltmixture,
asphaltcontentrepresentation,asphaltcontentandasphalt
aggregateratiodefinitionandconversionmethodsbetweenthe
two.Master:thetemperaturerequirementofmoldingMarshall
specimen;thekeyfactorsaffectingthepreparationofspecimen;
andthecalculationmethodofmixingamountrequiredfora
standardMarshallspecimen.
(13)densitytestofasphaltmixtureMarshallspecimen;
Familiarwith:Marshalltestpiecesofdifferentdensity
definition;commonlyuseddensitydetectionmethod;different
densitydetectionmethodofapplicability.Master:test
procedureofgrossvolumedensity,apparentdensityand
theoreticaldensityofMarshalltestpiece.
(14)Marshallstabilitytestofasphaltmixture;
Familiarwith:themeaningofstabilityandflowvalue;test
resultevaluationmethod.
Master:stabilitytestoperationsteps.
(15)ruttingtestofasphaltmixture;
Tounderstandthepurposeandsignificanceofruttingtest.
Familiarwith:ruttingtests,operationmethods,test
conditions,andthemeaningoftheresults.
(16)asphaltandmineralmaterialtest;
Understand:theinfluencefactorsofasphaltandaggregateof
thesalary;twokindsoftestmethodsofcoarseaggregatesize;
classificationlevelofslaughter.Mastering:boilingmethod
andimmersionmethod.
(17)asphaltcontenttest;
Understanding:severalcommonlyusedasphaltcontentdetection
methods.
(18)mixtureratiodesignofasphaltmixture
Understanding:designcontentselectappropriatemineraltype,
determinethebestasphaltcontent;asphaltcontentof
differentindicatorsofthelawofchange;anddrawthe
relationshipwitheachindexcurvemethod.
Familiarwith:thenatureofthecompositionofthematerial
requirementsofasphaltgradesuitableselectionmethod,
coarseaggregategradationandasphaltofsalaryimprovement
methods;accordingtotherequirementsofslagandbasic
propertiesofmineralmaterial;designadjustmentprinciple
andadjustmentmethodofaggregateratio;designstage,design
stage,productionmixproportiondesignverificationwiththe
designstagematerialofasphaltmixture,thesteptarget;all
thechangeswiththeincreaseofthecontentofasphalt.
Master:optimumbitumendosage,oACIandoACZdetermination
methods,andfinalOACdeterminationmethods.
5.inorganicbindingstablematerial
(L)technicalrequirementsforinorganicbinderstabilized
materials
Understand:cementstabilizedmaterials,limeindustrialwaste
materials,limestabilizedmaterialsarecommontypes,
gradationrequirements;typesofbasematerialinhighway
pavement,bottom;scopeofcementstabilizedmaterials,1ime
industrialwastematerials,limestabilizedsemirigid
materials.
Familiarwiththetechnicalrequirementsoflimeandflyash;
technicalrequirementsforcementstabilizedrawmaterials
(soil,cementandgranularmaterials);technicalrequirements
forlimestabilizedrawmaterials.
(2)thedesignmethodofinorganicbinderstabilizedmaterial
composition
Understand:cementstabilized,industrywaste1imeandlime
stabilizedsoilmixturecompositiondesignofthegeneralrules
oftestmethods;rawmaterials;cementstabilized,industry
wastelimeandlimestabilizedsoilmixturecompositiondesign
points.(3)materialtestingandtestingmethodsforgrassroots
andsubbase;
Familiarwith:Testmethodsofcalciumoxideandthecontent
ofMagnesiumOxideandthescopeofapplication;principleof
determinationmethodoflimeorcementdose;EDTAtitrationof
thepurposeandscopeofapplication,theuseofreagents,test
procedures;Determinationofbindingscopeandprocedureofthe
testmaterialtestofstabilizedsoilmoistureandinorganic
dryingmethod;splittingtestthepurpose,scopeofapplication,
thetestprocedure;testproceduredeterminationof
compressivemodulusofindoortopsurfacemethod.
Master:theteststepsofcalciumoxidecontentandMagnesium
Oxide;makingEDTAtitrationstandardcurve;Determinationof
combinedcalculationofstabilizedsoi1moisturecontentof
inorganicmaterialdryingmethod;compactiontestand
calculationstepsandkeypoints;unconfinedcompressive
strengthtestspecimenpreparation,health,strengthtesting
andrequirements.
6.steel
Understanding:typesandusesofsteel.
Familiarwiththemainmechanicalpropertiesofordinary
reinforcement.
Master:mechanicalpropertiesofordinarysteelbars-Testfor
yieldstrength,ultimatestrength,elongationandcoldbending
properties.Nineteen
7.stones
Understanding:typesandusesofstoneusedinbridgeand
culvertworks.
Befamiliarwith:technicalstandardsandtechnicalgrade
divisionofstone.
Master:mechanicalpropertiesofstone-watersaturated
compressivestrengthandLosangelesabrasiontestmethod.
8.geosynthetics
Understand:thescopeofgeosyntheticapplications;geotextile
andrelatedproductsqualityrequirements:perunitarea
quality,thickness,permeability,porediameter,tensile
strength,tensilestrength,skidresistanceandsoon.
Familiarwith:geotextilesandrelatedproductsperformance
andqualitytesting:geotextilesdeterminationofthickness,
massperunitarea,tensiletest.
(three)mainbibliography
1.People'sRepublicofChinaindustrystandard.Highway
geotechnicaltestprocedures(ITJ,051,93).Beijing:China
CommunicationsPress,1993.
2.People'sRepublicofChinaindustrystandard.Highway
engineeringaggregatetestprocedure(JTGE42-2005).Beijing:
peopleCommunicationsPress,2005.
3.People'sRepublicofChinaindustrystandard.Test
proceduresforbituminousandbituminousmixturesforHighway
Engineering(JTJ,052,2000).Beijing:ChinaCommunications
Press,2000.
4.People'sRepublicofChinaindustrystandard.Test
proceduresforhighwayengineeringcementandcementconcrete
(GE3o,005).Beijing:peopleCommunicationsPress,2005.
5.People'sRepublicofChinaindustrystandardhighway
engineeringinorganicaggregatestabilizedmaterialtest
procedure(JTJ057,94).Beijing:ChinaCommunicationsPress,
1994.
6.People'sRepublicofChinaindustrystandard.Rocktest
proceduresforHighwayEngineering(JTG,E41,I,2005).Beijing:
ChinaCommunicationsPress,2005.
7.People5sRepublicofChinaindustrystandard.Test
proceduresforgeosyntheticsinHighwayEngineering(JTG,Eso,
I,2006).Beijing:ChinaCommunicationsPress,2006.
8.ZhangChao,ZhengNanxiang,Wangconstruction.Theroadtest
technologyofsubgrade.Beijing:ChinaCommunicationsPress,
2004.9s,yuanto.Thesoilandsoilmechanics(ThirdEdition).
Beijing:ChinaCommunicationsPress,2001.
Thesecondchapter"highway”
Twotestpilotexaminationoutline
(1)examinationpurposesandrequirements
Throughtheexamination,examinationcandidatesunderstandand
arefamiliarwithandmastertheskilllevelofhighway
engineeringqualityinspectionandevaluationstandards,
asphaltandcementconcretepavement,subgradeandpavementand
basematerial,fieldtestandtheactualoperationofthe.
(two)mainexaminationcontent;
1.highwayengineeringqualityinspectionandevaluation
standard
(L)qualityinspectionandevaluationmethodsforHighway
Engineering
Understanding:theconceptanddivisionmethodofunits,sub
divisionsandsubprojects;keyconceptssuchaskeyitems,
specifiedextremevalues,inspectionandevaluationprocedures,
engineeringqualityscoringmethods,andengineeringquality
gradeevaluation.
Familiarwith:subitemqualityinspectioncontent;subitem
scoringregulation.
Master:thepurposeandscopeofapplicationofhighway
engineeringqualityinspectionandevaluationstandard'".
(2)qualityinspectionofSubgradeEarthwork;
Understandthebasicrequirements:Earthworksubgrade,rock
embankment,softsoilfoundation;appearanceidentification,
RockSubgradeEarthworksubgrade;experimentalprojectinsoft
soilfoundationtreatment;pipeprefabrication,pipe
foundationandpipeinstallation,check(rain)basic
requirementswellmasonrysoi1ditch,masonrydrainsand
appearanceidentificationbasicrequirements;retainingwalls
andmasonryconstructionandappearanceidentification;key
projectmeasuredotherprojects.
Familiarwith:generalprovisions;actualprojectearthwork
subgrade,roadbed;actualkeyprojectinsoftsoilfoundation
treatment;generaldrainageengineering;pipeprefabrication,
pipefoundationandpipeinstallation,checktheactualproject
(YuShui)wellmasonryTogo,masonrydrains;thebasic
requirementsofwallbackfillretainingwall;measurement
projectandmasonryengineering.Master:thekeymeasurement
ofroadbed,SubgradeEarthworkproject;
Pipesectionprefabrication,pipefoundationandpipejoint
installation,inspection(YuShui)shaftconstruction,soil
ditchandslurrydrainageditch,keyitemsofretainingwall,
wallbackfillandstonemasonrypro
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