ORB 7014_Sperry Fork Causeway_Drawing_8of9_Bridge_Beam_Plan.pdf
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- SPERRY FORK CAUSEWAY/BRIDGE PROJECT
- Solicitation number
- AG-55N9-S-12-0004
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Framing Plan and Crossframe Details
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FORWARD ABUTMENT
STA. 4+00
FORWARD ABUTMENT
STA. 4+10
23'-0"23'-0"23'-0"23'-0"23'-0"24'-10"13'-4"26'-10"13'-6"
BRIDGE BEAM SET 9 - 23'-0"BRIDGE BEAM SET 10 - 23'-0"BRIDGE BEAM SET 11 - 23'-0"BRIDGE BEAM SET 12 - 23'-0"BRIDGE BEAM SET 13 - 23'-0"BRIDGE BEAM SET 14 - 23'-0"BRIDGE BEAM SET 15 - 40'-0"BRIDGE BEAM SET 16 - 28'-6"
3+00 2+50 2+003+504+00
383'-0" - BRIDGE LIMITS
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'-0
REAR ABUTMENT
STA. 0+10.35
REAR ABUTMENT
STA. 0+20
10'-4"20'-9"20'-9"20'-9"21'-11"23'-0"23'-0"23'-0"23'-0"
BRIDGE BEAM SET #1
SLOPE DISTANCE = 22'-5 1/2"
BRIDGE BEAM SET 5 - 23'-0"BRIDGE BEAM SET 6 - 23'-0"BRIDGE BEAM SET 7 - 23'-0"BRIDGE BEAM SET 8 - 23'-0"
1+00 0+501+502+00
CENTER OF EXISTING
PAVEMENT STA. 0+00
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BRIDGE BEAM SET #2
SLOPE DISTANCE = 21'-0 1/2"
BRIDGE BEAM SET #3
SLOPE DISTANCE = 21'-0 1/2"
BRIDGE BEAM SET #4
SLOPE DISTANCE = 21'-0 1/2"
Drawing Title
Scale
Date
CAD File No.
Drawn
Drawing No.
Project
Date
Project Name
No.
Revision/Issue
Sheet of
DWS
8 9
Design:
TCWChecked:
TCW
PLOT ARCH SIZE "D"
Sperry_Kosmas_Bridge_Plan.dwg
8"X8' WF OR 10"X10" WF
8" O A325 BOLT. 1 1
16" O IN BOTH ANGLES L 7X4X3
8" (TYP.)
2" CLERANCE (TYP.)
INTERMEDIATE BOLTED CROSSFRAME DETAILS
5"X5"X3
8" FILLER PLATE WELDED
TO THE BACK OF NEAR SIDE ANGLE1/4
8" O A325 BOLTS (TYP.)
1 1/2" (TYP.)
8"X8' WF OR 10"X10" WF 8"X8' WF OR 10"X10" WF
WF'S WILL BE SO AS TO HAVE AN OVERALL OUTSIDE TO OUSIDE OF 10'-0"
4X4X3/8 4X4X3/8
4X4X3/84X4X3/8
4X4X3/8 4X4X3/8
( IN FEET )
GRAPHIC SCALE
010 10 20 405
NOT TO SCALE
8" O A325 BOLT. 1 1
16" O IN BOTH ANGLES
5"X5"X3
8" FILLER PLATE WELDED
TO THE BACK OF NEAR SIDE ANGLE 1/4
5'-0"
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