Table 3 Construction time intervals used for MOE analysis.
From: Effect of a Time Dependent Concrete Modulus of Elasticity on Prestress Losses in Bridge Girders
t final (days) | Description |
|---|---|
2 | Initial stress transfer |
10 | Girder curing |
14 | Girder placement at jobsite |
104 | Casting of deck on girders |
134 | Casting of railing |
254 | Bridge opening to traffic |
365 | At 1 year |
730 | At 2 years |