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)