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