Performance Evaluation of JPCP with Changes of Pavement Mix Design Using Pavement Management Data

Table 8

Experimental constructions to improve standard mix design of concrete pavement.

Classification	Fly ash 20% blended cement (FAC)			Ordinary Portland cement (OPC)
	FAC 350	FAC 408	FAC 390	OPC 388
Unit binder content (kg/m^3)	350	408	390	388
Unit water content (kg/m^3)	150	155	148	152
Water/Binder ratio	0.43	0.38	0.38	0.40
Design flexural strength (MPa)	4.5	5.0	5.0	5.0

The 2010 concrete pavement standard mix design as in Table 2.