In　this　study,　the　fracture　resistance　of　the　basalt　fiber　reinforced　asphalt　concrete　(BFRAC)　constructed　in　The　Republic　of　Mozambique　was　investigated　with　prenotched　three-point　bending　beam　tests.　Fracture　energy　and　the　double-parameter　fracture　model,　i.e.,　initial　fracture　toughness　(Ki),　and　ultimate　fracture　toughness　(Ku),　were　utilized　to　evaluate　the　fracture　behaviors　of　BFRAC.　The　test　results　indicate　that　the　double-parameter　fracture　model　proposes　more　rational　and　convincing　explanations　to　the　BFRAC　over　the　fracture　energy.　According　to　the　double-parameter　fracture　model,　a　remarkable　enhancement　on　fracture　resistance　of　BFRACs　with　4.5%　and　5.0%　ratios　achieved　as　the　fiber　content　increased　while　a　gradual　increase　exhibited　for　the　fracture　resistance　of　BFRAC　with　4.0%　b/a　ratio　and　0.2%　fiber.　It　indicates　that　the　fracture　resistance　of　BFRAC　will　be　enhanced　with　the　increase　of　the　basalt　fiber　dosages　as　long　as　the　asphalt　volume　is　enough　for　wrapping　aggregates　and　basalt　fiber,　causing　more　cohesive　and　adhesive　capacity.