Designation:F2510/F2510M−07(Reapproved2013)StandardSpecificationforResilientConnectorsBetweenReinforcedConcreteManholeStructuresandCorrugatedHighDensityPolyethyleneDrainagePipes1ThisstandardisissuedunderthefixeddesignationF2510/F2510M;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginaladoptionor,inthecaseofrevision,theyearoflastrevision.Anumberinparenthesesindicatestheyearoflastreapproval.Asuperscriptepsilon(´)indicatesaneditorialchangesincethelastrevisionorreapproval.1.Scope1.1Thisspecificationcoversthedesign,material,andmini-mumperformancerequirementsofresilientconnectorsusedforconnectionsbetweenreinforcedconcretestructurescon-formingtoSpecificationsC478andC913toannularcorrugatedprofilewallhighdensitypolyethylene(HDPE)drainagepipeconformingtoAASHTOM252orSpecificationF2306/F2306M.1.1.1Theseconnectorsaredesignedtoprovideapositivesealbetweenthepipeandmanholesorotherstructuressubjectedtointernalandexternalhydrostaticpressureslessthan10.8psi[74KPa].1.1.2Testingunderthisstandardislimitedtohydrostaticpressures.Alternateairandvacuumpressuretestinginvolveuniquetestingprotocolsandarenotaddressedunderthisstandard.1.1.3Testingunderthisstandardisconductedinalabora-toryasaproofofdesigncertification.Actualfieldperformancetestingwouldbeaccomplishedandacceptedunderindividualprojectperformancestandardsorpipelineacceptancecriteria,whichisoutsidethescopeofthisstandard.NOTE1—Infiltrationorexfiltrationquantitiesforaninstalledsystemaredependentuponmanyfactorsotherthantheconnectionsbetweenmanholestructuresandpipe,andallowablequantitiesmustbecoveredbyotherspecificationsandsuitabletestingoftheinstalledpipelineandsystem.NOTE2—Thisspecificationmaybeappliedtoothertypesofplasticdrainagepipe.Consultwithmanufacturerofpipeforapplicabilitytothisstandard.1.2Thevaluesstatedineitherinch-poundunitsorSIunitsaretoberegardedseparatelyasstandard.WithinthetexttheSIunitsareshowninbrackets.Thevaluesstatedineachsystemmaynotbeexactequivalents:therefore,eachsystemshallbeusedindependentl...
