FACE OF RAIL
SIDEWALK SHOULDER SHOULDERTRAVEL LANE
¯ CONSTRUCTION & PGL
5 WELDED PLATE GIRDERS COMPOSITE WITH DECK
1.67% WASH
7" CURB
REVEAL
(TYP)
10’-0" 5’-0" 12’-0" 12’-0"
47’-0" OUT-TO-OUT
5’-0"
3’-0"
TRAVEL LANE
FACE OF
CURB
2%2%
FACE OF
CURB
6"
(TYP)
FACE OF
RAIL
(TYP)
LEVEL
1’-6"
(TYP) (TYP)
2"2’-10"
1’-6"
LEVEL
BRIDGE RAIL T4
BARRIER MEMBRANE,
HEAT WELDED
HOT BITUMINOUS BRIDGE
PAVEMENT, 1" BASE COURSE
CONCRETE BRIDGE
DECK
HOT BITUMINOUS PAVEMENT,
MACHINE METHOD, (1 1/2 "
WEARING COURSE) BRIDGE RAIL T2
4 SPACES @ 10’-3" = 41’-0"
BRIDGE REPLACEMENT ALTERNATIVE TYPICAL DECK SECTION
FINISHED GROUND
STA 406+55.00 STA 410+55.00
400’-0"
160’-0" 120’-0"
STA 407+75.00 STA 409+35.00
120’-0"
APPROX. EXISTING
CHANNEL BOTTOM
FINISHED GROUND
STA 406+55.00 STA 408+55.00 STA 410+55.00
400’-0"
200’-0" 200’-0"
APPROX. EXISTING
CHANNEL BOTTOM
2 SPAN BRIDGE REPLACEMENT ALTERNATIVE ELEVATION
À BRG ABUT A À BRG PIER À BRG ABUT B
BRIDGE
RAIL T2
BRIDGE APPROACH
RAIL T2 (TYP)
À BRG ABUT A À BRG PIER 1 À BRG PIER 2 À BRG ABUT B
RAIL T2 (TYP)
BRIDGE APPROACH
BRIDGE
RAIL T2
3 SPAN BRIDGE REPLACEMENT ALTERNATIVE ELEVATION