This study investigates the combined effects of fiber content and a binary blend of fly ash on the low-velocity impact strength of slurry-infiltrated fibrous concrete under drop weight impact loading. The concrete was prepared with varying fiber contents (6%, 8%, and 10% by volume) and different cement replacement levels with fly ash (10%, 20%, 30%, 40%, and 50%). Hooked-end steel fibers, 1 mm in diameter with an aspect ratio of 30, were used in a constant 1:1 mix and a water-to-binder ratio of 0.4. The low-velocity impact test followed ACI Committee 544.2R-89 guidelines, using a custom-built drop weight impact apparatus. A 4.5 kg steel ball was dropped from a height of 457 mm, striking the specimen at its center. The number of strikes required to initiate the first crack and cause ultimate failure was recorded through visual observation to assess the energy absorption capacity. A feeler gauge was used to measure crack resistance, including the maximum crack width and the total length of all cracks. The results show that in SIFCON without fly ash, both the initial crack and ultimate energy absorption capacities improve significantly with increasing fiber volume. At all fly ash replacement levels, the first crack and final energy absorption increased notably when 6% and 8% fiber were used. Among all mixes, SIFCON with 6% fiber volume and 30% fly ash demonstrated the highest energy absorption at both the first crack initiation and ultimate failure stages.