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All mixes had the same cement and SP content.
All mixes were designed based on the granular packing model as proposed by De Larrard (1999).
All mixes containing fine fly ash exhibited high performance concrete with excellent durability properties.
All mixes in Phase I achieved a cube compressive strength of 70 ± 5 MPa.
All mixes in the study included RAP and some with recycled asphalt shingles (RAS).
All mixes were made with water-to-binder ratio (W/B) of 0.40.
All mixes had similar cementitious constitutions, but with varying the fiber dosage (0, 4, 5 and 6 kg/m3).
All mixes achieved the target flow except Mix 1,5 because of the particle size and distribution.
All mixes have shown 28-day compressive strength above 30 MPa and density within 1700 1900 kg/m3.
All mixes have constant water/binder ratio of 0.37 and their compressive strengths were all exceeding 60 MPa.
All mixes except Mix 1,2,5 had high or close to the upper boundary of moderate permeability which could be attributed to the poor aggregate distribution.
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