Classification　of　material　performance　is　a　fundamental　work　for　establishment　of　the　structural　design　mythology.　In　order　to　explore　reasonable　performance　classification　for　Ultra-high　Performance　Concrete　(UHPC),　three　group　tests　were　carried　out　with　the　steel　fiber　volume　fraction　as　the　main　parameter,　including　the　uniaxial　tensile　strength　tests　of　UHPC　with　the　equal　compressive　strength,　the　tensile　performances　tests　of　UHPC　(initial　cracking　strength,　tensile　strength　and　peak　tensile　strain),　and　comparison　tests　of　UHPC　splitting　tensile　strength,　bending　tensile　strength　and　uniaxial　tensile　strength.　The　experimental　results　show　that　there　is　no　simple　and　linear　relationship　between　UHPC　tensile　strength　and　compressive　strength,　UHPC　should　not　be　classified　by　single　indicator　of　the　compression　strength,　but　should　consider　both　compression　and　tension　properties;　with　the　increase　of　fiber　fraction　volume,　the　enhancement　degree　of　the　UHPC　initial　cracking　strength,　tensile　strength　and　peak　tensile　strain　are　not　the　same,　the　tensile　performances　of　UHPC　should　not　be　classified　only　by　the　tensile　strength,　but　these　three　tensile　properties　indicators;　there　is　no　simple　and　linear　relationship　among　the　splitting　tensile　strength,　bending　tensile　strength　and　the　uniaxial　tensile　strength　for　UHPC,　the　tensile　strength　should　be　tested　by　the　uniaxial　tensile　test.　Based　on　the　experimental　study,　the　multi-indicators　classification　method　considering　fiber　reinforcement　is　proposed.　According　to　the　statistical　analysis　results　of　a　large　number　of　literature　data,　the　detailed　classification　and　corresponding　multi-indicators　of　UHPC　mechanical　properties　are　recommended.　©　2021,　Editorial　Department　of　China　Journal　of　Highway　and　Transport.　All　right　reserved.