Research Article

Properties of Concrete with Tire Derived Aggregate Partially Replacing Coarse Aggregates

Table 3

Slump measurements.

Water/
cement ratio
Slump
(in)
Slump
(mm)

Control-0% TDA0.55 0.512.7
7.5% TDA-2′′-SF-A0.550.256.4
7.5% TDA-1′′-NaOH0.551.538.1
Control-0% TDA0.602.2557.2
7.5% TDA-1′′0.603.588.9
7.5% TDA-1′′-SF-A0.60250.8