Table 1: Mix proportions of HPFRCC and concrete per 1 m3.

Material Cement
(Kg) 		Fine Aggregate (Kg) Coarse Aggregate (Kg) Water (Kg) Super Plasticizer (Kg) Steel Fibers,
v.f. 2% (Kg)
D < 2.36 (mm) 2.36 < D < 4.75 (mm)
HPFRCC 812 609 362 - 325 4.06 158
Concrete 429 662 1222 186 - -