Recently,　China　has　made　good　progress　in　the　construction　of　concrete　arch　bridges,　which　can　provide　development　and　experience　for　bridge　engineers　worldwide.　Data　from　313　concrete　arch　bridges　with　span　lengths　of　no　less　than　100　m　are　studied.　The　investigation　and　analysis　results　indicate　that　both　the　number　and　the　span　lengths　of　these　concrete　arch　bridges　increased　after　2007.　Railway　bridge　applications　have　been　increasing　rapidly,　while　lightweight　concrete　arch　bridges　were　not　built　anymore.　The　material　strength　of　main　arches　has　continuously　improved.　Ultra-high　performance　concrete　(UHPC)　is　a　cementitious　composite　material　composed　of　an　optimized　gradation　of　granular　constituents,　a　water-to-cementitious　materials　ratio　less　than　0.25,　and　a　high　percentage　of　discontinuous　internal　fiber　reinforcement.　Some　UHPC　arch　bridges　with　small　span　lengths　have　been　built.　The　cantilever　method　continues　to　be　the　main　erection　method　used.　The　innovation-involving　introduction　of　the　Concrete-Filled　Steel　Tube　(CFST)　trussed　arch　into　the　Melan　method　enables　construction　economically,　and　it　significantly　reduces　the　required　steps　in　casting　of　the　main　concrete　arch.　This　approach　has　been　used　for　all　arch　bridges　with　span　lengths　greater　than　250　m　after　2007.　The　core　concrete　is　generally　of　higher　strength　grade　than　that　of　the　concrete　encasing　the　CFST.　Finally,　two　concrete　arch　bridges　are　introduced　as　case　studies,　one　has　the　current　span　record　and　the　other　would　have　the　new　span　record　when　completed.