Modified PCI Multipliers for Time-Dependent Deformation of PSC Bridges

Table 6

Construction history of bridges A and B.

Event	Time from casting (days)
	Bridge A	Bridge B
(1) Release	1	1
(2) Erection (t(e))	30	150
(3) Topping (t(c))	240	157
(4) 1st random time (t1)	270	180
(5) Superimposed dead load (t(s))	390	360
(6) 2nd random time (t2)	700	1000
(7) Final	5 years or more	5 years or more