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Table 4 Slump test results.

From: Experimental Toughness and Durability Evaluation of FRC Composite Reinforced with Steel–Polyester Fiber Combination

Mix series

Category

Slump values in mm

CC

Control concrete

190

MS 0.3

Steel fiber reinforced concrete

110

MS 0.5

90

MS 0.75

110

MP 0.5

Polyester fiber reinforced concrete

90

MP 1.0

100

MP 2.0

90

HF1

Hybrid fiber reinforced concrete

130

HF2

100

HF3

100

HF4

80