Research Article
Use of UHPC in Bridge Structures: Material Modeling and Design
Table 2
Summary of uniform dead loads per beam.
| | DC lbs/ft (kN/m) | DW lbs/ft (kN/m) |
| UHPC PCBT-45 Beam | 830 (12.11) | | Slab | 840 (12.26) | 53 (0.77) | Bolster | 61 (0.89) | | Diaphragms and connectors | 10 (0.15) | | Construction tolerance | 20 (0.29) | | Rail | | 115 (1.68) | Future wearing surface | | 59 (0.86) |
| Total | 1,761 (25.7) | 227 (3.31) |
| DL = DC + DW | 1,988 (29) |
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