Roller compacted concrete pavement is gradually being considered a viable alternative to road construction because of the overall cost of construction, relatively high resistance at an early age, and high running speed. The main components of roller compacted concrete are similar to ordinary concrete but used in different proportions. The construction industry is one of the sectors which uses natural resources that has a very negative impact on sustainability. To reduce the use of aggregates and sustainability of natural resources, and problems associated with the disposal of waste rubber, the researchers are using waste rubber to replace aggregates with crumb rubber and steel fibers to improve mechanical properties. In this study, the use of crumb rubber and recycled steel fibers in roller compacted concrete pavement to improve its performance and reduce the environmental impact of waste rubber discussed. The main focus on the durability of roller compacted concrete contains cycles of freezing and thawing, impermeability, water absorption, and compressive strength of the specimens. The samples in this study were made based on the soil method, and the Kongo vibration hammer used to compact the specimens. The experiments conducted in two phases. In the first phase, using two cementitious materials 14 and 17 percent by weight of aggregate, three values of recycled steel fibers 0, 30 and 45 kg/m 3 , five values of 0, 5, 10, 15 and 20% volumetric aggregate replacement and five moisture contents of 4, 4.5, 5, 5.5 and 6 percent weight of dry materials were assigned to determine the optimum moisture content required for the main mixing design. At this phase of the experiment, 450 cubic samples of 150×150×150 mm examined to determine the optimum moisture content. In the second phase, a 30-well mixing scheme obtained by determining the optimum moisture content, and the original samples made. The samples included compressive strength at 7 and 28 days (180 cube samples 150×150×150 mm) and 150 and 300 cycles of freezing and thawing (180 cube samples 150×150×150 mm) and impermeability (90 Prismatic specimens are 120×200×200 mm) as well as water absorption (90 cubic specimens 100×100×100 mm). The results show that the increase in crumb rubber improves the compressive strength loss in the cycles of freezing and thawing. Recycled steel fibers have no positive effect on the strength and durability of roller compacted concrete specimens. Adding crumb rubber increases the permeability and water absorption and also increases the crumb rubber and decreases the compressive strength of the specimens. In all specimens, the compressive strength and durability parameters improved by increasing the cementitious material from 14 to 17 percent. Key words : RCC pavements, crumb rubber, Recycled steel fibers, durability, water absorption, permeability