ORB 7014_Sperry Fork Causeway_Drawing_6of9_Typ_Bridge_X-Section.pdf
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- SPERRY FORK CAUSEWAY/BRIDGE PROJECT
- Solicitation number
- AG-55N9-S-12-0004
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Typical Bridge Cross Sections and Details
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8"X8" WF
(CROSS BEAM)
8" X
8" W
F C
O
LU
M N
1'-10"
1' -1
0"
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
8" X
8" W
F C
O
LU
M N
2" (T) STEEL PLATE
FILLET WELD TO
COLUMN
4"X4" ANGLE FILLET
WELDED TO 8"X8"X1
2"
(T) STEEL PLATE
(TYP.)
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
10'-0"
CLCL
HELICAL PILE
HELICAL PILE
2" 0 BOLT & NUT WITH
LEVELING SCREWS
(TYP.) (4 - EACH PLATE)
2" (T) STEEL PLATE
FILLET WELD TO
COLUMN
8" X
8" W
F C
O
LU
M N
8" X
8" W
F C
O
LU
M N
8"X8" WF
(CROSS BEAM)
2" 0 BOLT (TYP.)
TO 8"X8" WF
(4 - EACH PLATE)
1" (T) STEEL PLATE
16"X8" WELDED TO
CROSS BEAM
HELICAL PILE
HELICAL PILE
2" 0 BOLT WITH
LEVELING SCREWS
(TYP.) (4 - EACH
PLATE)
2" 0 NUT (TYP.)
(4 - EACH PLATE)
2" 0 BOLT (TYP.)
(4 - EACH PLATE)
2" 0 BOLT (TYP.)
(4 - EACH PLATE)
12"X12"X1 2" (T)
STEEL PLATE
FILLET WELD
TO COLUMN
12"X12"X3 4" (T)
STEEL PLATE
FILLET WELD
TO HELICAL
PILE (TYP.)
12"X12"X1 2" (T)
STEEL PLATE
FILLET WELD
TO COLUMN
12"X12"X3 4" (T)
STEEL PLATE
FILLET WELD
TO HELICAL
PILE (TYP.)
6"
EXISTING GROUND
8"X8" WF
(CROSS BEAM)
8" X
8" W
F C
O
LU
M N
10"
1" (T) STEEL PLATE
16"X8" WELDED TO
CROSS BEAM
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
8" X
8" W
F C
O
LU
M N
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
2" (T) STEEL PLATE
FILLET WELD TO
COLUMN
4"X4" ANGLE FILLET
WELDED TO 8"X8"X1
2"
(T) STEEL PLATE
(TYP.)
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
10"X10" WF BRIDGE BEAM
10"X10" WF BRIDGE BEAM
2"X4" WOOD
BRIDGE DECK
10'-0"
CLCL
10"CL
10" 10"
HELICAL PILE
HELICAL PILE
HELICAL PILE
2" 0 BOLT & NUT WITH
LEVELING SCREWS
(TYP.) (4 - EACH PLATE)
8" X
8" W
F C
O
LU
M N
8" X
8" W
F C
O
LU
M N
10"X10" WF BRIDGE
BEAM (TYP.)
2" 0 NUT FOR 4"X4"
ANGLE STEEL PLATE
(4 - EACH PLATE)
8"X8" WF
(CROSS BEAM)
2" 0 BOLT (TYP.)
TO 8"X8" WF
(4 - EACH PLATE)
1" (T) STEEL PLATE
16"X8" WELDED TO
CROSS BEAM
HELICAL PILE
HELICAL PILE HELICAL PILE
2" 0 BOLT WITH
LEVELING SCREWS
(TYP.) (4 - EACH
PLATE)
8" X
8" W
F C
O
LU
M N
2" 0 NUT (TYP.)
(4 - EACH PLATE)
2" 0 BOLT (TYP.)
(4 - EACH PLATE)
2" 0 BOLT (TYP.)
(4 - EACH PLATE)
2" 0 NUT (TYP.)
(4 - EACH
PLATE)
12"X12"X1 2" (T)
STEEL PLATE
FILLET WELD
TO COLUMN
12"X12"X3 4" (T)
STEEL PLATE
FILLET WELD
TO HELICAL
PILE (TYP.)
12"X12"X1 2" (T)
STEEL PLATE
FILLET WELD
TO COLUMN
12"X12"X3 4" (T)
STEEL PLATE
FILLET WELD
TO HELICAL
PILE (TYP.)
6"
EXISTING GROUND
8"X8" WF BRIDGE
BEAM (TYP.)
2" 0 NUT FOR 4"X4"
ANGLE STEEL PLATE
(4 - EACH PLATE)
1" (T) STEEL PLATE
16"X8" WELDED TO
CROSS BEAM
2" 0 BOLT & NUT (TYP.)
(4 - EACH PLATE)
8"X8" WF BRIDGE BEAM
8"X8" WF BRIDGE BEAM
2"X4" WOOD
BRIDGE DECK
4"X4" ANGLE FILLET
WELDED TO 8"X8"X1
2"
(T) STEEL PLATE
(TYP.)
TRANSVERSE KNEE BRACE COMPLETE
WITH 8"X8" 12" (T) END PLATES
COLUMN
NUMBER LENGTH
NUMBER
OF KNEE
BRACE
#14 #15
1.34' 1.34'
TRANSVERSE KNEE BRACE COMPLETE
WITH 8"X8" 12" (T) END PLATES
COLUMN
NUMBER LENGTH
NUMBER
OF KNEE
BRACE
#1 THRU #13 262.75'
2" 0 NUT (TYP.)
(4 - EACH
PLATE)
4"X4" ANGLE FILLET
WELDED TO 8"X8"X1
2"
(T) STEEL PLATE
(TYP.)
1'-10"
1' -1
0"
8" X
8" W
F C
O
LU
M N
2" 0 BOLT (TYP.)
TO 8"X8" WF
CROSS BEAM
(4 - EACH PLATE)
2" 0 BOLT (TYP.)
TO 8"X8" WF
CROSS BEAM
(4 - EACH PLATE)
TRANSVERSE
KNEE BRACE (TYP.)
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
6 9
Design:
TCWChecked:
TCW
PLOT ARCH SIZE "D"
Sperry_Kosmas_Bridge_Plan.dwg
( IN FEET )
GRAPHIC SCALE
02 2 4 81
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