GENERAL NOTES:

GENERAL NOTES:
This Standard is only applicable to the current FDOT inventory of temporary bridge components
STORAGE FACILITY:
which are manufactured in accordance with Acrow Series 300, Double Wide design. See the
Contact
associated Instructions for Design Standards (IDS) for more information.
FDOT Statewide Aluminum Shop
2590 Camp Rd.
Work this Standard with Index Nos. 21610, 21620 and 21630.
Oviedo, Fl.
407-977-6520
STRUCTURAL STEEL:
For shipping weights and dimensions of Temporary Bridge elements.
Steel Plates and Rolled Sections shall be ASTM A 709 Grade 36.
Pipe piles shall be ASTM A 252 Grade 2, Fy = 35 ksi.
SHIPPING WEIGHTS AND DIMENSIONS:
BOLTS, LAG SCREWS AND THREADED BOLT STOCK:
Decking Sizes:
Furnish high strength bolts in accordance with ASTM A325. Furnish Threaded
Stock in accordance with ASTM A36. Furnish Lag Screws in accordance with ASTM A307.
Type
Length
Width
Furnish steel washers and nuts compatible with Bolts, Threaded Stock and Lag Screws.
Curb
5’
6’-9"
800
Curb
10’
6’-9"
1420
Curb
15’
6’-9"
2200
Curb
20’
6’-9"
2800
NonCurb
5’
5’-3"
650
NonCurb
10’
5’-3"
1000
NonCurb
15’
5’-3"
1600
NonCurb
20’
5’-3"
2100
TIMBER AND LAGGING:
Timber and Lagging shall be No. 1 Southern Yellow Pine.
BACKWALL BENT PILES:
Timber Piles:
10’ Minimum Embedment into compacted backfill or into soil having a blow count greater than 6 (N>6).
Weight (lbs.)
Ultimate Capacity greater than 18 tons.
Splices are not allowed on any timber piles.
Shipping weights and dimensions of other bridge components can be
referenced in "Acrow Panel Bridging, Series 300, Technical Handbook".
H-Piles:
12’ Minimum Embedment into compacted backfill or into soil having a
PAYMENT:
blow count greater than 6 (N>6).
Temporary Detour Bridge is to be paid for under Contract Unit Price for
Ultimate Capacity greater than 18 tons.
Special Detour. If a temporary bridge system other than that shown herein
is used, the Contractor is responsible for renting or purchasing their own system.
Shims admissible between backwall pile and cap.
C:
\d\projects\standards\structures\2013book\21600-1of7.
dgn
Test piles are not required for backwall piles.
EXPANSION BEARINGS:
Inspect the PTFE (Teflon) layer and stainless steel plate prior to installation.
Do not use bearings that have a severely damaged or unbonded PTFE layer.
Clean PTFE of all grit and grime prior to installation.
Clean Stainless steel plate of all grit and grime prior to installation and finish to a smooth
buffed surface.
DISTRIBUTING BEAMS:
Longitudinal stops restraining the distributing beams may be lengthened or shortened to
center the distributing beam bearing on the cap beam.
The longitudinal stops are to bear on the distributing beam end frame.
EXPANSION JOINT SETTINGS:
Install the expansion joint considering the total continuous bridge length, location of
fixed bearings and ambient temperature at the time of installation, assume a 1" expansion
LAST
REVISION
01/01/11
REVISIO N
6/28/2012
3:
17:
46 PM
rd960rh
joint opening at 70 degrees F.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
1
Shoulder Line (see Plans for width requirements, Typ.)
~
Approach Roadway
»¿ Detour B
~
Grade Beam
~
1 : 1.5 (Max.)
Retainer Angles (Typ.)
4" x 10" Laging
5’-0" Approach Span
with Filter Fabric
1 : 1.5 (Max.)
1 : 1.
5
(
M ax.
)
1 : 1.
5
»¿ Backwall
(
M ax.
)
AB5 or AB6 End Post (Typ.)
5’-0"
AB7 Bearing (Expansion
»¿ End
Bearing Shown Fixed
Ramp Span
Bearing Similar)
1
:1
.
5
(
Ma
x.
)
1
:
1
.5
(M
a
x
.)
Edge of Berm
1 : 1.
5 (
M ax.
)
1 : 1.
5 (
M ax.
)
C:
\d\projects\standards\structures\2013book\21600-2of7.
dgn
AB13 Swaybrace Standard (Typ.)
Toe of Fill Slope
rd960rh
24’-0" Clear Roadway Width
AB3 Bracing Frame (Typ.)
AB306 Transom DW (Typ.)
3:
17:
49 PM
AB1 Truss Panels (Typ.)
1’-6"
1’-6"
25’-6"
6/28/2012
TYPICAL PLAN VIEW OF DETOUR BRIDGE
LAST
REVISION
07/01/06
REVISIO N
(TIMBER PILE SHOWN, STEEL H PILES AND STEEL PIPE PILES SIMILAR)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
2
End Span 30’-0" Min. (30’-4b »¿" to Bearing); 60’-0" Max. (
5’-0"
b »¿" to Bea
Intermediate Spans 30’-0" Min. ; 60’-0" Max.
»¿( Bearing to B
5’-0"
Ramp Span
2’-6"
»¿ Be
End Post (Typ.)
Approach Asphalt
1’
-0" 1’
-10b "
"
5
2’
-8
"–
AB13 Swaybrace
Standard (Typ.)
5’-0" Berm (Min.)
»¿3˘" (AB306 Transom DW Li
AB505C Distributing Beam
AB7 Bearing (Expansion
»¿7˘" (AB307 Transom DW He
Stop (Typ. both ends)
Bearing Shown Fixed
AB22 Distributing Beam with
Bearing Similar) (Typ.)
AB23 Distributing Beam End Frames
4" x 10" Lagging
1b (Max.)
with Filter Fabric
1
Bottom of
Truss Panel
AB306 Transom DW (Typ.)
Underside of Fixed Bearing
C:
\d\projects\standards\structures\2013book\21600-3of7.
dgn
Underside of Fixed Bearing
Grade Beam
2’
-9
"
Steel Grid Deck & Curb
Underside of Expansion Bearing
Pavement
Riding Surface
5’
-1"
AB5 or AB6
Truss Panel Depth
AB1 Truss Panels (Typ.)
"
AB3 Bracing Frame (Typ.)
"–
Begin or End Detour Bridge
3’
-7
»¿ Be
3’
-8
4b "
Underside of Expansion Bearing
2’-6"
5 " Steel Grid Deck
Approach Span
Existing Ground Line
»¿ End
»¿ Typical Intermediate
rd960rh
»¿ Backwall
3:
17:
51 PM
ELEVATION VIEW
LAST
REVISION
01/01/08
REVISIO N
6/28/2012
(TIMBER PILES SHOWN, STEEL H PILES AND STEEL PIPE PILES SIMILAR)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
3
28’-6"
1’-6"
12’-9"
12’-9"
1’-6"
24’-0" Clear Roadway
»¿ Bear
AB3 Bracing Frame (Typ.)
»¿ Detour B
AB2 Raker Bar
AB51 Panel Pins
(Top & Bottom Typ.)
Steel Grid Deck & Curb
AB1 Truss Panels (Typ.)
AB7 Bearing
(Expansion Bearing
shown, Fixed Bearing
similar, Typ.)
AB306 Transom DW (Typ.)
AB13 Swaybrace Standard (Typ.)
AB505C Distributing
C:
\d\projects\standards\structures\2013book\21600-4of7.
dgn
Beam Stop (Typ.)
AB22 Distributing Beams with AB23
Distributing Beam End Frame (Typ.)
Timber Bent shown for illustration purposes,
See Plans for actual Bent Designs, including
Pile sizes and spacing, bent cap and bracing
requirements.
TYPICAL SECTION THRU DETOUR BRIDGE AT INTERIOR BENTS (TYPICAL SECTION AT END BENTS SIMILAR WITHOUT DISTRIBUTING BEAMS)
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
3:
17:
54 PM
rd960rh
(TIMBER PILE SHOWN, STEEL H PILES AND STEEL PIPE PILE SIMILAR)
including Fixed & Expansion Bearings
»¿ Truss
»¿ Bear
FDOT suppliesTem porary Bridge Com ponents
»¿ Truss
Bearing Saddle Plates, Keeper Bars & Shim s.
12’-0"
Contractor supplied foundations com ponents, including
12’-0"
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
4
1’-0"
6"
6"
8b"
4
»¿
»¿
"
4
A
"
A
AB7 Bearing
»¿Bearing Plate ˘
AB7 Bearing
1"
2"
»¿˘" ˆ Holes (
5"
7"
5"
3"
4"
10"
1’
-2"
10"
3"
»¿ Be
5"
7"
4"
5"
»¿ Be
1"
Teflon
»¿˘" x ˘"
»¿ Truss P
»¿
2b"
2b"
»¿
B
2"
(Guide Bars Typ.)
B
»¿
A
»¿ Truss P
Stainless Steel Plate
»¿
PLAN VIEW
»¿
B
B
»¿
8b"
»¿
A
C:
\d\projects\standards\structures\2013book\21600-5of7.
dgn
AB7 Bearing
3"
PLAN VIEW
AB7 Bearing
»¿˘" x ˘"
(Guide Bars Typ.)
Stainless Steel Plate
812"
VIEW B-B
»¿Bearing Plate ˘
Teflon (Bonded
»¿
»¿to A36
VIEW B-B
AB7 Bearing
3"
AB7 Bearing
rd960rh
»¿˘" x ˘"
4" –
(Guide Bars Typ.)
3:
17:
56 PM
10"
»¿Bearing Plate ˘
6/28/2012
VIEW A-A
VIEW A-A
DETAILS FOR FDOT SUPPLIED EXPANSION BEARINGS
LAST
REVISION
01/01/10
REVISIO N
DETAILS FOR FDOT SUPPLIED FIXED BEARINGS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
5
3" Max. (see Note)
Detour Bridge Superstructure (Truss and
Transom members shown dotted)
»¿ Truss
»¿ Distributing Beam,
1’
-4" –
Fixed Bearings
1’
-5" –
Expansion Bearings
A
AB505C Distributing Beam Stop
(Typ. both ends)
AB584 Cord Bolts
AB23 Distributing Beam
End Frame (Typ. both ends)
A
AB22 Distributing Beam
Bottom of Bearing, Top of
Bent Cap or Shim Plate
C:
\d\projects\standards\structures\2013book\21600-6of7.
dgn
8’-4"
Bent Cap & Bearing Plate shown dashed
¡ Intermediate Bent (see Note)
»¿1’-6" ( to T
»¿ Beari
ELEVATION VIEW OF DISTRIBUTING BEAM
»¿ Beari
»¿ Distributing
9"
9"
»¿ Distributing
(FIXED BEARING SHOWN, EXPANSION BEARING SIMILAR)
(Timber Intermediate Bent shown, Steel H Pile and
6b "
6b "
»¿
Steel Pipe Pile Intermediate Bents similar)
Lateral Alignment
Frame
Truss Retainer Plates
B
Dowels (Typ.)
AB505C Distributing
type vary)
Note:
»¿
Bearing may be shifted from Trus
Lateral Alignment
Bracing Bolts
Dowels (Typ.)
Bracing Bolts
»¿ as shown, Intermediate Bent may be sh
»¿ from Bearing an additional 3" to allow
pile placement tolerances.
AB23 Distributing
AB23 Distributing
Beam End Frame
rd960rh
Beam End Frame
2"
AB22 Distributing Beam
3:
17:
58 PM
shown dashed
1’-0"
1’-0"
1’
-2"
(location, number and
Distribution Beam
1’
-0" – Distribution
Truss Retainer Plates
AB505C Distributing Beam Stop
Beam End Fram e
Beam Stop (Typ.)
AB22 Distributing
Beam & Bearing
Block (Typ.)
2’-0"
B
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
VIEW B-B
END VIEW A-A
DISTRIBUTING BEAM END FRAME DETAIL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
6
28’-0"
14’-0"
14’-0"
16’-0"
12’-0"
»¿ 3 x 2 x ˘ x 10"
Grade Beam Straps (Typ.)
Rear Grade Beam Lengths
Deck Hold Down Tabs (Typ.)
1’
-7"
9b " 9b "
10" 7b "
»¿’s 5 x 5 x ˘ x
10" x 10" (Nominal)
»¿˘" ˆ
»¿2 ~ ˘" x 1’-7" x 12’-9" C
»¿ Detour B
(Typ.)
Grade Beam Timbers
7b"
9 sp. @ 1’-3" = 11’-3"
10b"
9 sp. @ 1’-3" = 11’-3"
12’-9"
10b"
12’-9"
1’-3"
»¿Spacing ˘" ˆ Holes for ˘" ˆ Lag
Cap Plate Lengths
1’-3"
25’-6"
16’-0"
12’-0"
Front Grade Beam Lengths
PLAN VIEW
12’-3"
1’-6"
1’-11"
1’-11"
2’-9"
Deck Hold Down Tabs (Typ.)
»¿ Le
12’-3"
3’-1"
1’-1"
1’-1"
3’-1"
2’-9"
1’-11"
1’-11"
1’-6"
Spacing Deck Hold Down Tabs
»¿’s 5 x 5 x ˘ x
A
»¿ 3 x 2 x ˘ x 10"
See Detail "B"
4"
»¿˘" ˆ
1’-0"
4"
Grade Beam Timbers
5’-0"
5’-0"
2’-0"
1’-0"
1’-0"
2’-0"
5’-0"
5’-0"
1’-0"
Strap Spacing
»¿?
ELEVATION VIEW
* See General Notes for setting
ANCHOR PLATE DETAIL
widths other than 70 F.
* 1" @ 70 F
»¿ 5 x 5 x ˘ x
3b"
b" x 1b" x 4" Deck Hold Down Tabs
2b"
»¿ 5 x 5 x ˘ x
Approach Asphalt
Pavement
»¿ 3 x 2 x ˘
»¿˘" x 1’-7" x 12’-9" C
Steel Grid Deck Unit
10" x 10" (Nominal)
(shown dashed)
Grade Beam Timbers
b" Anchor Plate
~
~
(placed against Grid Deck)
(shown dashed)
»¿end
3"
~
Typ. both
»
3b"
Steel Grid Deck Unit
2"
(see Detail)
1b "
C:
\d\projects\standards\structures\2013book\21600-7of7.
dgn
(Centered)
10" x 10" (Nominal)
A
Grade Beam Straps (Typ.)
»¿˘" ˆ Threaded Bar pl
b" x 5" Lag Screws (Typ.)
@ Strap locations,
3"
rd960rh
Torque to 25 Lb.-Ft.
~
»¿˘" ˆ x 6" Lag Screws (
OPTIONAL THROUGH BOLT DETAIL
(MAY BE USED IN LIEU OF STRAPS)
3:
18:
01 PM
3"
~
»¿˘" x 4" x 2’-10" ´– Strap ,
»¿bend to shape (center ˘
DETAIL "B"
holes for Lag Screws in strap)
10" x 10" (Nominal)
6/28/2012
Grade Beam Timbers
GRADE BEAM DETAILS
LAST
REVISION
07/01/06
REVISIO N
SECTION A-A
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE
2013
GENERAL NOTES AND DETAILS
NO.
21600
SHEET
NO.
7
2’-10"
8"
2’-10"
1’-6"
8"
8"
»¿˘" Min. x 11" x 2’-5" S
1’-6"
»¿˘" Min. x 12" x 2’-8˘"
8"
Plate when required
Plate when required
Typ.
Typ.
3
»¿
»¿
»¿
»¿
6
3
6
»¿
»¿Shim
»¿
»¿
»¿
6
»¿ Truss P
»¿˘" x 6"
field verify & adjust)
»¿
1’1˘ " (Based on
» ¿
Nom inal Cap Dim ension,
» ¿
» ¿
» ¿
1’
-2" –
12" Nom inal
»¿˘" x 6"
»¿˘" Sad
Screws (Typ.)
»¿ Ben
Tim ber Bent Cap
»¿
1’1˘ " (Based on
» ¿
» ¿
Nom inal Cap Dim ension,
» ¿
» ¿
10" –
12" Nom inal
Tim ber Bent Cap
»¿ Ben
field verify before fabrication)
6
AB7 Bearing shown dashed
»¿ Truss P
Screws (Typ.)
»¿ Bearing (shi
Plate
Expansion Bearing Assembly shown dashed
required within
»¿˘" x ˘" Fixed Bearing Keeper Bar (
tolerance)
(to bear on face of 8b" x 10" Bearing Plate)
»¿˘" Sad
»¿ Bearing (shi
Plate
required within
tolerance)
»¿˘" x ˘" Expansion Bearing Keeper Bar (
(to bear on face of 1’-0" x 1’-2" Bearing Plate)
PLAN VIEW
PLAN VIEW
Typ. both
Typ. both
»¿˘" ˆ Holes for ˘"
»¿˘" x ˘" Fixed Bearing Keeper Bar (
Lag Screws (Typ.)
2"
4"
»¿
˘
2"
C:
\d\projects\standards\structures\2013book\21610-1of3.
dgn
2"
2"
b"
Lag Screws (Typ.)
»¿˘" Saddle
4"
4"
4"
10"
4"
4"
4"
4"
4"
10"
4"
4"
»¿1’-1˘" (Based on
2’-10"
Nominal Cap Dimension,
field verify & adjust)
7"
ELEVATION VIEW OF SADDLE PLATE
END VIEW
"
rd960rh
˘
»¿
4"
Nominal Cap Dimension,
field verify before fabrication)
END VIEW
˘
»¿
"
»¿
˘
4"
»¿1’-1˘" (Based on
ELEVATION VIEW OF SADDLE PLATE
3
»¿˘" Saddle
4"
2’-10"
»
»¿˘" x ˘" Expansion Bearing Keeper Bar (
b"
»¿˘" ˆ Holes for ˘"
legs
3
4"
legs
3:
18:
05 PM
9
"
1’-1 "
FIXED BEARING
EXPANSION BEARING
KEEPER BAR DETAIL
KEEPER BAR DETAIL
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
FIXED BEARING DETAILS
EXPANSION BEARING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
TIMBER PILE FOUNDATIONS
NO.
21610
SHEET
NO.
1
38’-4"
19’-2"
19’-2"
11’-2"
16’-0"
12" Timber Piles (Typ.)
12" x 12"
Filter Fabric
»¿ Detour Bridge &
4" x 10" Timber Lagging
Cap Butt Splice Spacing
11’-2"
»¿ Bent &
Deck Hold Down
Timber Cap
1’-11"
»¿* 3 x
1’-1"
Straps (Typ.)
1’-11"
2’-9"
3’-1"
3’-1"
2’-9"
b x 1’-0" (Typ.)
1’-11"
1’-11"
Spacing Deck Hold Down Straps
24’-6"
»¿* Center 3 X 2
b »¿" Top Cap
»¿˘" x 1’-2" x 12’-9" Top C
»¿˘" x 1’-2" x 12’-9" Top C
»¿˘" x 1’-2" x 14’-0" Bottom C
6"
»¿˘" x 1’-2" x 14’-0" Bottom C
7 sp. @ 5’-4" = 37’-4" (Pile Spacing)
6"
PLAN VIEW
»¿ Strap Spacing = 5 sp. @ 5’-4" ´– (Center Strap on
b »¿" x 3" x 1’-9" Stra
»¿(Field verify pile locations and adjust straps before welding to Bottom Cap
(both sides of cap Typ.)
" x 2’-0" Dome Head
»¿Splice (
5’
-0" (
M ax.
)
C:
\d\projects\standards\structures\2013book\21610-2of3.
dgn
top of cap Typ.)
»¿˘" Cap B
A
b »¿" Bottom Ca
Deck Hold Down Strap (Typ.)
b »¿" Top Ca
»¿ 3 x
12" x 12" Timber Cap
b x 1’-0" (Typ.)
A
4" x 10" Timber Lagging
Existing Ground
1’
-0"
~
Limits of Filter
Fabric shown
shaded
12" Timber Piles (Typ.)
ELEVATION VIEW
END VIEW
3:
18:
07 PM
rd960rh
Filter Fabric
Top of Berm or
(
M in.
)
Spike (Drive Spike flush with
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
BACKWALL BENT DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
TIMBER PILE FOUNDATIONS
NO.
21610
SHEET
NO.
2
3"
Steel Grid Deck Units
Steel Grid Deck Unit
»¿3 x 2 x ˘ x 1’-
(shown dashed)
(place against grid deck)
Typ.
(shown dashed)
B
Deck Hold Down Strap Assembly
Typ. both
2"
»¿end
»¿˘" x 1’-2" x 12’-9" Top C
»¿?
»¿˘" x 1’-2" x 14’-0" Bottom C
Typ.
»¿˘" Strap
»¿(Cap Butt Splice
"
»¿˘" Strap
1’
-9"
»¿˘" ˆ Bolt, Nut & Was
2
»¿˘" Cap Butt Splice
»¿˘" ˆ Holes (
»¿Allow ˘" gap
12" x 12" Timber Cap
»¿Cap Butt Splic
2"
12" x 12" Timber Cap
2"
b" x 6" Lag Screw (Typ.)
1b "
" x 2’-0" Dome Head Spike
(Drive Spike flush with top of cap)
b" x 6" Lag Screw (Typ.)
12" Timber Pile
12" Timber Pile
C:
\d\projects\standards\structures\2013book\21610-3of3.
dgn
B
1b " 1b "
STRAP PLATE DETAIL
VIEW B-B
SECTION A-A
(SHOWING END OF CAP PLATES)
1’-4"
2"
10
"
6"
2"
»¿?
3"
2"
»¿?
6"
b"
2"
b"
Typ.
3"
»¿?
b"
»¿?
10"
PLAN VIEW
2"
1
rd960rh
"
»¿˘" ˆ Holes (
3:
18:
09 PM
"
»¿?
»¿ Cap Butt S
ELEVATION VIEW
6/28/2012
HOLD DOWN STRAP ASSEMBLY DETAIL
CAP BUTT SPLICE PLATE DETAIL
LAST
REVISION
07/01/06
REVISIO N
BACKWALL BENT DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
TIMBER PILE FOUNDATIONS
NO.
21610
SHEET
NO.
3
1’-6"
1’-6"
»¿˘" Min. x 11" x 2’-5" S
»¿˘" Min. x 1’-2˘" x 2’
Shim Plate when required
Plate when required
Typ.
3
6
»¿
»¿
»¿Shi
»¿
»¿
6
»¿
»¿Shi
6
»¿ Truss P
HP 14
AB7 Bearing shown dashed
(Bent Cap)
» ¿
1’
-2" –
»¿ Ben
» ¿
» ¿
7" (
M in.
)
10" –
»¿ Ben
1’
-2" (
M in.
)
» ¿
7" (
M in.
)
6
»¿ Truss P
»¿ Bearing (shif
»¿ Bearing (shif
HP 14
required within
Expansion Bearing Assembly shown dashed
(Bent Cap)
required within
tolerance)
tolerance)
»¿˘" x ˘" Fixed Bearing Keeper Bar (
»¿˘" x ˘" Expansion Bearing Keeper Bar (
(to bear on face of 8b" x 10" Bearing Plate)
(to bear on face of 1’-0" x 1’-2" Bearing Plate)
PARTIAL PLAN VIEW
PARTIAL PLAN VIEW
Typ. both
legs
HP 14
HP 14
HP 14
(Bent Cap)
(Bent Cap)
PARTIAL ELEVATION VIEW
END VIEW
"
rd960rh
˘
»¿
7"
END VIEW
˘
»¿
"
3
»¿˘" x ˘" Expansion Bearing Keeper Bar (
(Bent Cap)
b"
PARTIAL ELEVATION VIEW
4"
legs
3
»¿˘" x ˘" Fixed Bearing Keeper Bar (
(Bent Cap)
C:
\d\projects\standards\structures\2013book\21620-1of2.
dgn
Typ. both
b"
HP 14
1’
-2" (
M in.
)
»¿
7" (
M in.
)
3
»¿
7" (
M in.
)
Typ.
»¿
3:
18:
12 PM
9
"
1’-1 "
FIXED BEARING
EXPANSION BEARING
KEEPER BAR DETAIL
KEEPER BAR DETAIL
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
FIXED BEARING DETAILS
EXPANSION BEARING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
STEEL H PILE FOUNDATIONS
NO.
21620
SHEET
NO.
1
38’-3"
19’-1b "
1’-11"
19’-1b "
1’-11"
2’-9"
3’-1"
Deck Hold Down Straps (Typ.)
3’-1"
2’-9"
1’-11"
1’-11"
Spacing Deck Hold Down Straps
1’-1"
»¿ Detour Bridge &
4" x 10" Timber Lagging
Filter Fabric
»¿* 3 x
HP 14 x 73
»¿ Bent &
b x 1’-0" (Typ.)
HP 14 x 73 Steel Piles (Typ.)
Steel Cap
»¿* Center
24-6"
»¿
»¿˘" x 1’-2" x 12’-9" Top C
7b "
3 x 2 x 1’-0
Top (
»¿˘" x 1’-2" x 12’-9" Top C
7b "
6 sp. @ 6’-2" = 37’-0" (Pile Spacing)
Pile Spacing
PLAN VIEW
b »¿" Stiffener
(Centered at each
2 ~ b" x 1’-2" x 12’-9"
pile location)
»¿ 3 x
Deck Hold Down Straps (Typ.)
b x 1’-0"
HP 14 x 73 Steel Cap
(Typ.)
A
»¿Top Ca
b »¿" Stiffener
6’
-0" (
M ax.
)
b " x 1’-8" x 1’-8"
»¿Pile Ca
A
~
4" x 10" Timber Lagging
Filter Fabric
Top of Berm or
HP 14 x 73 Steel Piles (Typ.)
Fabric shown
shaded
»¿ Cap & St
ELEVATION VIEW
B
END VIEW
(Typ.)
Steel Grid Deck Units
Steel Grid Deck Unit
(shown dashed)
»¿ 3 x
Hold Down Strap
b x 1’-0"
(shown dashed)
(place against grid deck)
Assembly
b »¿" Ca
b"
»¿1
b"
Hold Down Strap Assembly
Typ. both
»¿?
»¿?
2"
b »¿" Ca
b " x 6b " x 1’-0
~
—
—
2"
»¿end
(Typ.)
»¿" Stiffener
PLAN VIEW
(Tight fit, cope inside corners)
—
12
—
12
b »¿" Stiffene
b"
HP 14 x 73 Steel Cap
Typ.
»¿?
» ¿
~
rd960rh
(
M in.
)
1’
-0"
Limits of Filter
~
C:
\d\projects\standards\structures\2013book\21620-2of2.
dgn
Existing Ground
»¿?
b " x 1’-8" x 1’-8"
»¿Pile Ca
»¿ Pile Ca
B
»
—
b" x 1’-8" x 1’-8"
»¿ Pile Cap & S
Pile Cap ¢
HP 14 x 73 Steel Piles
& Steel Pile
HP 14 x 73 Steel Piles
ELEVATION VIEW
HOLD DOWN STRAP ASSEMBLY DETAIL
6/28/2012
SECTION A-A
(LAGGING NOT SHOWN FOR CLARITY)
LAST
REVISION
07/01/06
REVISIO N
3:
18:
14 PM
HP 14 x 73 Steel Cap
(Typ.)
VIEW B-B
BACKWALL BENT DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
STEEL H PILE FOUNDATIONS
NO.
21620
SHEET
NO.
2
»¿˘" (Steel Pile Cap P
4"
3’-4"
1’-8"
»
»
11"
Stiffeners
B
11"
Typ.
»
»¿4" x 1’-10" x ˘
1’-8"
»¿ Steel Pile Cap Asse
(Stiffener Plate)
»¿ 24" ˆ Pipe Pile & Stif
»¿˘" (Steel Pile Cap P
»¿2 ~ 4" x 10˘" x ˘
Slotted Hole in
90
(Strut Beam)
1b " Heavy Hex Bolt,
11" –
4"
HP 12 x 74
1’
-2"
Beam (Typ. each end)
2’
-4"
5’
-0" Pipe Pile Cap
HP 12 x 24 Strut
Direction of Stationing
3’
-0"
»¿ 1˘" ˆ
11" –
1’
-2"
(Stiffener Plates)
Nut and Washers
»¿4" x 10˘" x ˘
»¿4" x 1’-10" x ˘
—"
Plate (see Detail)
2’
-0"
(Stiffener Plates)
(Stiffener Plate)
1" Strut Connector
2’-2" x b" x 5’-0"
A
A
Steel Pile Cap
B
»¿ Steel Pile Cap Asse
»¿ 24" ˆ Steel Pip
PLAN VIEW STEEL PILE CAP ASSEMBLY
(Bearing Plates and Bearing Keeper Bars not show for clarity)
2’-2" x b" x 5’-0"
C:
\d\projects\standards\structures\2013book\21630-1of3.
dgn
Steel Pile Cap
24" Steel Pipe Pile (see Plans
for Pipe wall thickness)
»¿1˘" ˆ Hole (
1" Pile Tip Stiffener
PARTIAL VIEW A-A
4b "
Plates (Tight fit)
»¿1"
3b "
~
1" Pile Tip Seal Plate
9"
4b "
1’-3"
4"
4"
3b "
STRUT CONNECTOR PLATE DETAIL
90
9"
~
rd960rh
(Tight fit)
3:
18:
16 PM
Typ.
C
1" Pile Tip Stiffener
Plates (Tight fit)
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
VIEW B-B
C
Typ.
Typ.
»
VIEW C-C
PILE TIP DETAIL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
STEEL PIPE PILE FOUNDATIONS
NO.
21630
SHEET
NO.
1
3’-4"
1’-6"
»¿
»¿
»¿
»¿
Typ. both
legs
6
3
b" Steel Pipe Pile Cap Plate
»¿˘" x ˘" Fixed Bearing Keeper Bar (
6
1’
-2"
Typ.
» ¿
3
Stiffener Plates
Steel Pile Cap
» ¿
10" –
2’
-4"
2’-2" x b" x 5’-0"
AB7 Bearing shown dashed
1’
-2"
24" Steel Pipe Pile
»¿ Bent & Pipe Pil
»¿ Truss P
»¿˘" Min. x 11" x 2’
Shim Plate when required
END VIEW
(see Note)
Note:
Use Shim Plates as required to provide
»¿ Bearing (shi
required within
»¿˘" x ˘" Fixed Bearing Keeper Bar (
equal bearing seat elevations across the
b" Steel Pipe Pile Cap Plate
(to bear on face of 8b" x 10" Bearing Plate)
bent. Vary thickness of Shim Plate across
the pile cap plate to provide a level bearing
tolerance)
C:
\d\projects\standards\structures\2013book\21630-2of3.
dgn
area in the transverse direction.
"
b"
»¿˘" x ˘" Fixed Bearing Keeper Bar (
˘
»¿
4"
PARTIAL PLAN VIEW
9 3/4 "
b" Steel Pipe Pile Cap Plate
FIXED BEARING
Stiffener Plates
KEEPER BAR DETAIL
2’-2" x b" x 5’-0"
Steel Pile Cap
3:
18:
18 PM
rd960rh
24" Steel Pipe Pile
PARTIAL ELEVATION VIEW
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
FIXED BEARING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
STEEL PIPE PILE FOUNDATIONS
NO.
21630
SHEET
NO.
2
3’-4"
»¿ Truss
»¿ Truss
1’-6"
»¿
»¿
»¿
»¿
Typ. both
legs
3
»¿˘" x ˘" Expansion Bearing Keeper Bar (
6
b" Steel Pipe Pile Cap Plate
6
1’
-2"
Typ.
» ¿
3
2’-2" x b" x 5’-0"
2’
-4"
1’
-2" –
Stiffener Plates
» ¿
Steel Pile Cap
1’
-2"
24" Steel Pipe Pile
»¿ Bent &
Pile Cap
»¿˘" Min. x 1’-2˘" x 2’
END VIEW
Shim Plate when required
(see Note)
Expansion Bearing Assembly shown dashed
»¿ Bearing (shi
b" Steel Pipe Pile Cap Plate
required within
»¿˘" x ˘" Expansion Bearing Keeper Bar (
tolerance)
(to bear on face of 1’-0" x 1’-2" Bearing Plate)
Note:
C:
\d\projects\standards\structures\2013book\21630-3of3.
dgn
Use Shim Plates as required to provide
equal bearing seat elevations across the
PARTIAL PLAN VIEW
bent. Vary thickness of Shim Plate across
the pile cap plate to provide a level bearing
area in the transverse direction.
"
˘
»¿
7"
b"
»¿˘" x ˘" Expansion Bearing Keeper Bar (
b" Steel Pile Pile Cap Plate
1’-1 "
Stiffener Plates
2’-2" x b" x 5’-0"
EXPANSION BEARING
Steel Pile Cap
KEEPER BAR DETAIL
3:
18:
21 PM
rd960rh
24" Steel Pipe Pile
PARTIAL ELEVATION VIEW
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
ABUTMENT AND INTERMEDIATE EXPANSION BEARING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
TEMPORARY DETOUR BRIDGE DETAILS -
2013
STEEL PIPE PILE FOUNDATIONS
NO.
21630
SHEET
NO.
3