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Table 5 Concrete mixed proportion.

From: Characteristics of Sustainable Concrete with Partial Substitutions of Glass Waste as a Binder Material

Mix Experimental compressive strength
(MPa)
Predicted Compressive Strength by
ACI 209
(MPa)
Control 7 days 28dyas 56 days 56 days 180 days
G5 26 24 26 26.3 27.8
G10 27 25 27 27.5 29.1
G15 28 27 28 29.4 31.1
G20 29 28 29 30.2 31.9
G25 32 29 32 31.3 33
G30 29 26 29 28.0 29.6