Civil Engineering Reference
In-Depth Information
L Bridge
38′ 4″ 0. to 0. slab
2″
5″
2″
5″
38′ 0″ curb to curb
4′ 7″
14′ 0″
4′ 7″
14′ 0″
6 1/2″ Slab includes 1/2″
monolithic wearing surface
Distribution Reinf.
#5 top & bott. as shown
7″ Typ.
2″ Cl.
1′ 2″
1′ 9″
P/GE
Truss bars
#6 @ 12″
3/16″/Ft.
3/16″/Ft.
1″ Cl.
#6 @ 12″
Top & bott.
Stringers
30 WF 116 (Typ.)
16 WF 40 (Typ.)
1/4″ min. fill
(4B)
Stringer 1
Stringer 5
Stringer 2
Stringer 4
Stringer 3
Plate girder 2
Plate girder 1
Figure 15.13
Continuous steel PG bridge typical section.
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