Open Joint Coping Gutter Line Bridge Deck

** b" Intermediate
* Deck Expansion Joint
Open Joint
* See Structures Plans Superstructure
Coping
and Approach Slab Sheets for actual
dimensions and joint orientation.
Provide open Railing Joints at Deck
Expansion Joint locations matching
the dimension of the Deck Joint.
See Sheets 6 and 7 for details at
Skewed Deck Joints.
Gutter Line
Bridge Deck
PLAN OF RAILING ON BRIDGE DECK (WITHOUT SIDEWALK SHOWN, WITH SIDEWALK SIMILAR)
Approach Slab
(APPROACH SLAB WITHOUT GUARDRAIL WITH OR WITHOUT SIDEWALK SIMILAR)
»¿ Expansion Joint at End Bent, or Superstru
Support (where Deck is not Continuous)
(Reinforcing Steel Not Shown For Clarity)
4b" – spacing,
»¿ Superstructure Support (Continuous
number varies,
Spacing Bars 4S1, 4V1 & 7P1
»¿ Interior
permitted in Rail) (Typ.)
»¿
3"
4b" – spacing, number
»¿ Interior Post (Construction
and Intermediate Joint
5 sp. Min.
varies, 5 sp. Min.
»¿
5 sp. @
5 sp. @
5 sp. @
4b" –
4b" –
4b" –
5 sp. @
3" Spacing Bars 4S1, 4V1 & 7P1 or 7P2 (As Shown)
6 sp. @ 11b" – (Typ.)
or 7P2 (Place Bars 4S1 with
Bars 4V1 & 7P1 or 7P2)
4b" –
(Place Bars 4S1 with Bars 4V1 & 7P1 or 7P2)
** b"
Deck Expansion Joint *
B
Intermediate
Bars 6R1 (Lap with Bars 6T,
Open Joint
Bars 6R1
2’-6" Min. Lap) (Typ.)
Bars 4S1 (Typ.)
A
A
See
Detail "A"
Curb (If Reqd.)
Bars 6T (Typ.
at End Post)
Bars 4S3
Bars 5U (Typ.
Bridge
Bars 4S2
Deck
2’-6" Min.
Bars 7P1 or 7P2 (NF)
as shown) omit
4" 6"
if sidewalk is
A
(With Curb Only)
6"
2’-10"
2’-10"
6"
Spacing Bars 5U (Typ.)
Bars 4P5 @ 1’-0" Max.
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behind railing
A
Front Face of Backwall and
Bars 4S2
Begin or End Bridge
(With Curb Only)
7’-6" Max.
(Place Between Posts)
(Typical End Post
2’-6"
2’-6"
2’-6"
2’-6"
Without Curb)
REFLECTIVE RAILING
B
MARKER SPACING
** b" Intermediate Open Joints in the Rail and
Post shall be provided at Substructure supports
where the Superstructure Deck is continuous.
5’-0"
5’-0"
5’-0" (Typical Opening)
(Typical Interior
(Typical Interior Post With Curb)
Post Without Curb)
(With Curb shown,
7’-6" Max.
(Typical End Post
With Curb)
Distance Edge of Travel Lane
APPROACH SLAB WITHOUT GUARDRAIL OR ADJACENT TO ROADWAY BARRIER SIMILAR)
< 4’
40’
4’ to 8’
80’
> than 8’
TRAFFIC RAILING NOTES
This railing has been structurally evaluated to be equivalent or greater in strength to other
Spacing (Ft.)
to Face of Railing
(BRIDGE DECK SHOWN,
End Post dimensions for a
given span shall match.
2’-6" Min.
without Curb similar)
ELEVATION OF INSIDE FACE OF RAILING
NOTE:
None Required
NOTES:
RETAINING WALL : If the Traffic Railing Barrier is to be provided on a
(NF) means Near Face, (FF) means Far Face.
retaining wall, the railing sections will be the same as on Sheets 3
railings which have been crash tested to NCHRP Report 350 TL-4 Criteria.
and 4. See Retaining Wall Plans for payment.
CONCRETE AND REINFORCING STEEL : See Structures Plans General Notes.
NAME, DATE AND BRIDGE NUMBER : The Name and Bridge Number
CROSS REFERENCES:
For Sections see Sheets 3 and 4.
AGGREGATE LIMITATION: The aggregate used in the concrete mix shall be a #67 aggregate.
shall be placed on the Traffic Railing so as to be seen on the
For Detail "A" see Sheet 3.
MARKERS : Elevation markers shall be placed on top of the Traffic Railing at the
driver’s right side when approaching the bridge. The Name shall be as
For Quantities and Quantity Breakdown
end bents. On bridges longer than 100 Ft. one marker shall be placed at each end of the
shown in the General Notes in the Structures Plans. The Date shall be
bridge. On bridges 100 Ft. or less one marker shall be placed at one end of the bridge
placed on the driver’s left side when approaching the bridge. The Date
only. Markers are to be furnished by the Florida Department of Transportation and
shall be the year the bridge is completed. For a widening when the existing
installed by the Contractor. The cost of installing the markers shall be included in the
railing is removed, use both the existing date and the year of the widening.
Contract Unit Price for the Traffic Railing. The Department will determine the vertical
Black plastic letters and figures 3" in height may be used, as approved by
see Sheet 5.
»¿ the Engineer, in lieu of the letters and figures formed by ˘" V-Grooves
Datum information for the marker.
V-Grooves shall be formed by preformed letters and figures.
GUARDRAIL : For Guardrail connection details see Index No. 400.
REFLECTIVE RAILING MARKERS : Reflective Railing Markers shall meet Specification
SUPERELEVATED BRIDGES : At the option of the Contractor the Traffic Railing on
superelevated bridges may be constructed perpendicular to the roadway surface. The
Section 993. Install markers on top of the Traffic Railing 2" from the face on
cost of all modifications will be at the Contractor’s expense.
the traffic side at the spacing shown in the table above. Reflector color (white
or yellow) shall match the color of the near edgeline. The cost of the reflective
6/28/2012
10:
10:
52 AM
Bars 4R3
Bars 4S3
Bars 4V1 (FF) (Typ.)
LAST
REVISION
01/01/11
REVISIO N
markers shall be included in the Contract Unit Price for the Traffic Railing.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
1
* Deck Expansion
Joint
Edge of Approach Slab (Coping)
Front Face of Backwall & Begin or End Bridge
Begin or End
Approach Slab
Bridge
Gutter Line
412" Taper
Deck
412" Taper
Approach Slab
Guardrail (Thrie-Beam attachment
shown, W-Beam similar)
PLAN OF RAILING WITH GUARDRAIL ON APPROACH SLAB WITHOUT
* See Structures Plans, Superstructure and Approach Slab Sheets for
** Begin placing Railing Bars 7P1 or 7P2 and 4V on Approach Slab at the barrier end
SIDEWALK (APPROACH SLAB WITH ADJACENT SIDEWALK SIMILAR)
actual dimensions and joint orientation. Open railing Joints at Deck
and proceed toward Begin or End Bridge to ensure placement of guardrail bolt holes
(Reinforcing Steel Not Shown For Clarity)
Expansion Joint locations shall match the dimension of the Deck Joint.
If required, adjustments to the bar spacing for Bars 7P1 or 7P2 and 4V shall be
For treatment of Barriers on skewed bridges see Sheets 6 and 7.
made immediately adjacent to Begin or End Bridge.
30’-0" (min.) to 40’-0" Approach Slab (Measured Along Gutter Line)
Begin or End Approach Slab
2 @ 712" 6"
Bars 4S1 sp. @ 1’-4" ; Bars 4V, 7P1 & 7P2 sp. @ 8"
4"
Spacing Bars 4S1, 4V & 7P1 **
* Deck Expansion
Joint
or 7P2 (As Shown)
1
4"
14’-4
2’-0" Gap
C
6" Min.
5"
Bars 4S1 (Placed with Bars 7P1
A
B
(Field Cut)
Field Cut Bars 6R1 8’-0" Long (Centered
or 7P2 & 4V) (Typ.)
about Guardrail Bolt Connection)
D
Bars 6R1
Guardrail (Thrie-Beam attachment
2"
NAME OR DATE
BRIDGE NUMBER
3"
3"
shown, W-Beam similar)
Bars 7P1 or 7P2 (NF)
Bridge
Bars 4V (FF)
Deck
(Typ.)
*** NOTE:
Front Face of
B
A
Backwall &
C
Shown, Rigid Pavement Approach Slab Similar)
and Field Bend
Begin or End
For curb details and reinforcement
Approach Slab
of Typical End Section, Typical
as Necessary at
3’-0"
End Bridge
Field Cut Bar 6R1
D
Interior Section and Posts with
3’-0"
or without curbs see "Elevation
Taper (Typ.)
Taper
*** 2’-6" Min.
7’-6" Max.
Taper
5’-0" Typical Opening
of Inside Face of Railing"
Sheet 1.
Approach Slab End Section ~ 22’-6" Min., 27’-6" Max.
Typical End Post
ELEVATION OF INSIDE FACE OF RAILING WITH GUARDRAIL ON APPROACH SLABS 40’-0" OR LESS ALONG GUTTER (WITHOUT CURB SHOWN, WITH CURB SIMILAR)
3
8"
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Begin or
Approach Slab (Flexible Pavement Approach Slab
Approach Slabs greater than 40’-0" (Measured Along Gutter Line)
A
»¿ Interior
Varies
*** 10’-0" Min., 15’-0" Max.
Approach Slab End Section ~ 22’-6" Min., 27’-6" Max.
Paint Recessed
(See Elevation View above for Reinforcement)
* Deck Expansion
Joint
*** 2’-6" Min.
*** 5’-0" Typical Opening
*** 5’-0"
Typical Interior Post
7’-6" Max.
3’-0"
3’-0"
Taper
Taper
Typical End Post
B
C
A
45
45
Surfaces Black
SECTION THRU RECESSED
D
V-GROOVE TO FORM INSCRIBED
LETTERS AND FIGURES
Begin or End
10:
10:
55 AM
rd960rh
Approach Slab
NOTES:
Bridge
(NF) means Near Face.
Deck
(FF) means Far Face.
CROSS REFERENCES:
For Sections see Sheets 3 and 4.
Front Face of
Backwall & Begin
A
B
A
Approach Slab (Flexible Pavement Approach Slab
Shown, Rigid Pavement Approach Slab Similar)
D
For Quantities and Quantity Breakdown
see Sheet 5.
ELEVATION OF INSIDE FACE OF RAILING WITH GUARDRAIL ON APPROACH SLABS GREATER THAN 40’-0" ALONG GUTTER (WITHOUT CURB SHOWN, WITH CURB SIMILAR)
LAST
REVISION
01/01/11
REVISIO N
6/28/2012
or End Bridge
C
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
2
1’-612"
Post
*Bars 4R3
2" Cover
612" 3"
3" 2 sp. @
Cover
Bars 5U
Bars 7P1 (Typ.)
Bars
Bars 7P1 (Typ.)
4S1
1’-012"
Bars 6R1
Gutter Line
Const. Jt. Required
Required
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB
2" Cover
(END POST SHOWN, INTERIOR POST SIMILAR)
2"
(
M ax.
)
(Bars R, S and T not shown for clarity)
Bars 4V1
Bars 5R2
NOTES:
1) Shift deck and approach slab transverse reinforcement minimally
to allow placement of Bars 7P & 4V.
Embedment
Bars 5U
8" Min. Bridge Deck
Bars 5R2
(see Section C-C
8" Min. Bridge Deck
(see Note 2)
Coping or Edge of
Approach Slab
Deck Expansion Joint
Const. Jt.
Curb
Bars 4P5
Bars 4S2 (End Post)
(
M ax.
)
2"
Bridge Deck
Bars 4S3 (Interior Post)
Curb
@
2" Cover
Bars 4V1 (Typ.)
Gutter Line
6"
Overlay
Bars 4V1 (Typ.)
Rail
7"
3" –
Asphalt
V-Groove
1
2"
(Rail)
3" 3"
Future
3
4"
6"
3 sp.
1’
-1"
1
4"
514"
Bars 6T (End Post)
reinforcement
1
1’-5"
1’
-1"
Bars 6R1 (Interior Post)
2’
-6" (
M in. with
Bars 7P1
Future Asphalt Overlay)
2" Cover
2" Cover
2 sp. @
1’
-7"
612" 3"
Bars 4S1
Approach Slab
Approach Slab
Reinforcement
Gutter Line
1’
-7"
M easured along
(Post)
2
Overlay
2"
curb is not present.
1’-012"
2’
-8"
Gutter Line
412"
2’
-8"
2’
-6" (
M in. with
Future Asphalt Overlay)
Asphalt
* Omit Bars 4R3 when
(Rail)
1’-612"
~
Future
112"
1’-5"
Bridge Deck
Coping
~
M easured along
Edge of
Gutter Line
Bars 4R3
(see Section C-C
Approach Slab
for Approach Slab)
2) For decks to 812" place Bars 7P1 & 4V with the bottom mat of
Coping or Edge
reinforcement as shown in Section A-A. For decks and slabs thicker
of Approach Slab
for Approach Slab)
than 812" place Bars 7P1 and 4V with 6" embedment. At skewed
SECTION A-A (WITH CURB SHOWN,
SECTION B-B (WITH CURB SHOWN,
WITHOUT CURB SIMILAR)
WITHOUT CURB SIMILAR)
joints, place Bars 7P3 and 4V with 5" embedment.
TYPICAL SECTIONS THRU RAILING (BRIDGE DECK SHOWN,
212"
412"
Taper
3
4"
V-Groove
Future
Asphalt
Bars 6R1 (Field Bend
as Required in Taper)
Const. Jt. Required
Gutter Line
6"
612" 3"
2" Cover
M easured along
Overlay
the lower 6" portion of the open joint with Pre-cured
634"
334"
1. At Intermediate Open Joints in Curb Sections, seal
Bars 6R1 (Typ.)
@
634"
@
2 sp.
Bars 6R1 (Typ.)
INTERMEDIATE JOINT SEAL NOTES:
** Bars 7P1
3
4"
412"
6" Embedment
(see Note 2)
Edge of
6/28/2012
SECTION C-C
remove all curing compound and loose material from
in Taper)
the surface prior to application of bonding agent.
234"
Const. Jt. Required
3. The cost of the Pre-cured Silicone Sealant shall be
6" Embedment
included in the Contract Unit Price for the Traffic
(see Note 2)
Railing.
Edge of
Approach
Bars 5R2
2. Apply sealant prior to any Class V finish coating and
Bend as Required
Taper
2" (
M ax.
)
10:
10:
57 AM
2" (
M ax.
)
Overlay
Section 932.
V-Groove
Asphalt
Overlay
Silicone Sealant in accordance with Specification
Bars 6R1 (Field
1034"
to anchor bolts)
2"
2" Cover
2 sp. @
1 each face (placed
Bars 4S1
2 sp.
7P1
Gutter Line
212"
** Bars
Sealant (4" wide)
112"
1’-5"
1’
-7"
2 sp. @
Bar 6R1 ~ 8’-0" long
Pre-cured Silicone
1’
-1"
234"
2" Cover
Future Asphalt Overlay)
clearance.
1’-612"
2’
-8"
2" Cover
Slab 3’-0" Tapers to maintain
2’
-6" (
M in. with
1’
-7"
612" 3"
Bars 4S1
Asphalt
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112"
1’-5"
1’
-1"
Overlay
Gutter Line
M easured along
Asphalt
** Shift Bars 7P1 in Approach
Gutter Line
2’
-8"
2’
-6" (
M in. with
Future
Future Asphalt Overlay)
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APPROACH SLAB SIMILAR)
1’-612"
Approach
Slab (Coping)
DETAIL "A" - SECTION
AT INTERMEDIATE OPEN JOINT WITH CURB
Slab (Coping)
Bars 5R2
Bars 4V1
END VIEW D-D
Bars 4V1
CROSS REFERENCES:
For Locations of Sections and Detail "A", see Sheets 1 and 2.
For Quantities and Rebar Details see Sheet 5.
TYPICAL SECTIONS THRU RAILING END SECTIONS ON APPROACH SLAB WITH GUARDRAIL
LAST
REVISION
01/01/11
REVISIO N
(APPROACH SLAB (FLEXIBLE PAVEMENT APPROACHES) SHOWN, APPROACH SLAB (RIGID PAVEMENT APPROACHES) SIMILAR)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
3
(see Note 2)
Sidewalk
3"
2" Cover
612"
2"
Cover
3" 2 sp. @
1’
-7"
Bars
8" Min. Bridge Deck
(see Note 3)
(see Section C-C
Bars 7P2
Bars 7P2
Bars 4V1
Bars 4V1 (Typ.)
(Typ.)
4S1
Gutter Line
Bars 6R1
7"
1’
-1"
Const. Jt. Required
2"
Rail
1’-012"
Const. Jt.
Curb
Bars 4P5
Required
Bars 7P1
6"
Bars 4S2 (End Post)
Bars 7P2
reinforcement
(Rail)
Gutter Line
3" 3"
6"
Bars 5R2
Embedment
(see Note 3)
Gutter Line
M easured along
Bars 4S3 (Interior Post)
Bars 4V1
Bars 7P1
2’
-6" (
M in. with
Overlay
Post
*Bars 4R3
Curb
3" –
Asphalt
V-Groove
2" Cover
@
3 sp.
Future
3
4"
2
1
4"
514"
Const. Jt. Permitted
Future Asphalt Overlay)
Bars 6T (End Post)
Cover
(
M ax.
)
2"
curb is not present.
Bars 6R1 (Interior Post)
2"
2 sp. @
1’
-7"
612"
Bars 4S1
* Omit Bars 4R3 when
2" Cover
Bars 7P1
(
M ax.
)
3"
(Post)
1’
-1"
Overlay
2" Cover
Gutter Line
1’-012"
Approach Slab
Reinforcement
Sidewalk
1’-5"
2’
-8"
M easured along
412"
2’
-8"
2’
-6" (
M in. with
Future Asphalt Overlay)
Gutter Line
Bridge Deck
~
Asphalt
Sidewalk
~
Future
1’-5"
Bridge Deck
Bars 5R2
Deck Expansion Joint
Bars 4R3
Approach Slab
PARTIAL PLAN VIEW OF BRIDGE DECK
AND APPROACH SLAB WITH SIDEWALK
for Approach Slab)
(Bars R, S and T not shown for clarity)
SECTION A-A (WITH CURB SHOWN,
SECTION B-B
WITHOUT CURB SIMILAR)
RAILING ADJACENT TO SIDEWALK NOTES:
1) End Post detailed above, Interior Post and Approach Slab End Section similar.
TYPICAL SECTIONS THRU RAILING ON BRIDGE DECK WITH SIDEWALK (SHOWN)
2) For decks to 812" place Bars 7P1 and 7P2 and 4V with the bottom mat of
(RAILING ON APPROACH SLAB SIMILAR)
Taper
Overlay
Gutter Line
as Required in Taper)
Const. Jt. Required
Asphalt
3"
2" Cover
612"
2 sp. @
@
Asphalt
Bars 6R1 (Field Bend
Bars 6R1 (Typ.)
3
6 4"
Future
placement of Bars 7P & 4V.
Bars 4S1
3
4"
1034"
412"
V-Groove
5) Shift deck and approach slab transverse reinforcement minimally to allow
2" Cover
2 sp.
634"
@
334"
3
4"
or 7P2.
Gutter Line
212"
to anchor bolts)
required, at Intermediate Post 6 each required.
Sidewalk
4) Reverse direction of every other Bar 4V1 to match direction of Bars 7P1
1’
-7"
1 each face (placed
2’
-6" (
M in. with
2 sp. @
Bar 6R1 ~ 8’-0" long
1’-5"
1’
-1"
3
4"
2
2" Cover
2 sp.
M easured along
clearance.
812" place Bars 7P1 and 7P2 and 4V with 6" embedment.
3) Alternate Bars 7P1 and 7P2 at each post. At End Posts 3 each (Min.)
2’
-8"
Slab 3’-0" Tapers to maintain
Future Asphalt Overlay)
2" Cover
3"
1’
-7"
612"
Bars 4S1
** Shift Bars 7P in Approach
Bars 6R1 (Typ.)
1’
-1"
Overlay
Sidewalk
Gutter Line
212"
Asphalt
Gutter Line
M easured along
Future
1’-5"
2’
-8"
Future Asphalt Overlay)
2’
-6" (
M in. with
V-Groove
Bars 6R1 (Field
412"
Bend as Required
in Taper)
Taper
234"
Const. Jt. Required
Asphalt
Bars 4V1
2" (
M ax.
)
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Overlay
Overlay
6" Embedment
(see Note 2)
Bars 4V1
2" (
M ax.
)
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reinforcement as shown in Section A-A. For decks and slabs thicker than
6" Embedment
(see Note 2)
10:
11:
00 AM
CROSS REFERENCES:
For Locations of Sections see Sheets 1 and 2.
** Bars 7P1
Bars 5R2
(see Note 3)
** Bars 7P1
** Bars 7P2
Bars 5R2
** Bars 7P2
(see Note 3)
(see Note 3)
For Quantities and Rebar Details see Sheet 5.
(see Note 3)
SECTION C-C
END VIEW D-D
6/28/2012
TYPICAL SECTIONS THRU RAILING END SECTION ON APPROACH SLAB WITH SIDEWALK AND GUARDRAIL
LAST
REVISION
07/01/05
REVISIO N
(APPROACH SLAB (FLEXIBLE PAVEMENT APPROACHES) SHOWN, APPROACH SLAB (RIGID PAVEMENT APPROACHES) SIMILAR)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
4
CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS
812"
BILL OF REINFORCING STEEL
4’-8"
5’-4"
1’-0"
14.82
P3
7
7’-2"
14.65
*** P4
7
7’-3"
14.82
* P5
4
2’-11"
1.94
R1
6
As Reqd.
1.5 (LB/LF)
R2
5
As Reqd.
1.04 (LB/LF)
* R3
4
As Reqd.
0.67 (LB/LF)
** S1
4
5’-0"
3.34
Varies
Varies
** S2
4
6’-3" Min.
4.18 Min.
16’-3" Max.
10.86 Max.
Bars 6R1, 5R2 & 4R3 *
Length As Required
Bars 6R1, 5R2 & 4R3
1012"
7’-3"
Stirrup Bar 4S3
Stirrup Bar 6T
Stirrup Bar 4S1
8"
812"
Stirrup Bar 4S2
2’-3"
1"
2’
2’
-1"
2’-0"
2’-1"
A
7"
234" Pin
4"
7
7"
6
11’-4"
17.02
U
5
4’-8"
4.87
V1
4
3’-2"
2.12
*** V2
4
3’-6"
2.34
Stirrup Bar 5U
2’
-9"
T
2’
-1"
7.52
2’
-10"
11’-3"
2’
-10"
4
2’
-1"
Bar 4P5 *
** S3
A
8"
Parallel to Joint
Top of C-I-P Concrete
Retaining Wall
* Bars 4P5 and 4R3 are to be used with
Line Perpendicular or
A
a curb only.
180 - A
** Bend Bars 4S1, 4S2 & 4S3 around a
the horizontal plane, see
Superstructure Sheets)
Concrete Retaining Walls.
Bar 7P3 (Requires
Bar 7P1
Bar 7P2
3 Dimensional Bend)
A
7"
2. The reinforcement for the railing on a C-I-P Concrete Retaining Wall
shall be the same as detailed above for a 8" deck with A = 90,
where applicable. If bottom horizontal legs of Bars 7P1, 7P3 and 4V1
prohibit placement, Bars 7P4 and 4V2 may be substituted for Bars 7P1,
7P3 and 4V1 as shown.
3. All reinforcing steel at the open joints shall have a 2" minimum cover
unless otherwise noted.
4. At Construction Joints Bars 6R1, 5R2 and 4R3 may be continuous or
spliced. Where bars are spliced provide a 2’-6" Min. lap length for
HIGH
LOW
SIDEWALK
SIDE
SIDE
CROSS-SLOPE
A
A
0% to 2%
90
90
2% to 6%
93
87
6% to 10%
96
84
Bar 4V1
Top of C-I-P
Bar 4V2 ***
Concrete
Retaining
Wall
A shall be 90 if Contractor elects
to place Railing Perpendicular to
the Deck.
Bar 6R1, a 2’-0" Min. lap length for Bars 5R2 and a 1’-3" Min. lap
2’
-6"
length for Bars 4R3.
5. The skew angle for Bars 7P3 may vary from joint to joint and side
6/28/2012
10:
11:
02 AM
to side, see Structures Plans, Superstructure Sheets for details.
4’
-10"
1. All bar dimensions in the bending diagrams are out to out.
ROADWAY OR
2’
-1"
REINFORCING STEEL NOTES:
1’
-5"
2’
-7"
Structures Plans,
*** Bars 7P4 & 4V2 are to be used on C-I-P
Em bedm ent Length
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#3 Stirrup Pin.
rd960rh
Radial to Gutter
Skew Angle (measured in
3’
-6"
P2
Em bedm ent Length
15.00
10"
7’-4"
8
7
7
"
P1
1
2"
LB/BAR
7’
-2" M ax.
LENGTH
Varies ~ 2’
-2" M in.
SIZE
1’
-3"
MARK
ESTIMATED TRAFFIC RAILING QUANTITIES
ITEM
CONCRETE
REBAR
QUANTITY
QUANTITY
(CY)
(LB)
Typical 10’-0" Section w/Curb
1.13
451
Typical 10’-0" Section w/o Curb
1.03
428
Approach Slab with Guardrail End Section
0.14
44
(per LF)
(per LF)
LAST
REVISION
07/01/05
REVISIO N
Bar 7P4 ***
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
5
Bridge Deck
2’-6" Min., 7’-6" Max.
Transverse
Reinforcement
2’-6" Min., 7’-6" Max.
End Post
Coping
End Post
2’-6" Min., 7’-6" Max.
2’-6" Min., 7’-6" Max.
End Post
Bars 4V1 (Typ.)
End Post
Bridge Deck Transverse
Sidewalk
Reinforcement
Bars 4V1
Gutter Line
Bars 7P3
Approach Slab
reinforcement
Bars 7P2
Bars 7P1
Bars 7P2
~
Bars 4V1 (Typ.)
~
Deck Expansion
Bars 4V1 (Typ.)
Approach Slab
Bridge Deck
Approach Slab
Joint
reinforcement
Gutter Line
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB
- SKEW ANGLE GREATER THAN 15 DEGREES
Bars 7P1
Bars 7P1
~
NOTES:
~
1) Railing expansion joint shall match the deck expansion joint which shall be turned perpendicular or radial to the
gutter line.
See Structures Plans, Superstructure and Approach Slab Sheets for details.
2) Bars 4S1 (not shown) shall be placed perpendicular or radial to the gutter.
Bridge Deck
Deck Expansion Joint
Approach Slab
BRIDGE DECK AND APPROACH SLAB WITHOUT GUARDRAIL ATTACHED (SHOWN):
3) End Post & Approach Slab End Section - Place Bars 7P1 & 4V1 in obtuse corners of intersection of deck joint
and gutter line. Place Bars 7P3 & 4V1 in acute corners of intersection of deck joint and gutter line as required.
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB WITH SIDEWALK
Interior Post - use Bars 7P1 and 4V1 placed with bottom mat of reinforcement. Shift deck or slab reinforcement
- 0 DEGREE SKEW ANGLE
minimally to allow proper placement of Bars 7P and 4V and to facilitate placement of concrete.
APPROACH SLAB WITH GUARDRAIL ATTACHED (NOT SHOWN):
4) Place Bars 7P1 & 4V1 in obtuse corners of intersection of deck joint and gutter line and Bars 7P3 & 4V1 in
acute corners of intersection of deck joint and gutter line as required. Shift deck or slab reinforcement minimally
NOTES:
5) Begin placing Railing Bars 7P & 4V on Approach Slab at the railing end and proceed toward Begin or End Bridge
1) Alternate Bars 7P1 with Bars 7P2 and reverse direction of every other Bar 4V1 as detailed
to ensure placement of guardrail bolt holes. If required, adjustments to the bar spacing for Bars 7P & 4V shall be
above to facilitate placement of concrete.
made immediately adjacent to Begin or End Bridge.
2’-6" Min., 7’-6" Max.
End Post
Coping
2) Shift deck transverse reinforcement minimally to allow placement of Bars 7P & 4V.
2’-6" Min., 7’-6" Max.
End Post
NOTES:
1) Railing expansion joint shall match the deck expansion joint which shall be turned perpendicular or radial
Bars 4V1 (Typ.)
to the gutter line. See Structures Plans, Superstructure and Approach Slab Sheets for details.
2) Bars 4S1 (not shown) shall be placed perpendicular or radial to the gutter.
3) Bars 7P & 4V in the Approach Slab may be rotated to match Approach Slab reinforcement or placed
perpendicular or radial to the gutter line.
BRIDGE DECK AND APPROACH SLAB WITHOUT GUARDRAIL ATTACHED (SHOWN):
4) Rotate vertical Bars 7P & 4V to match bridge deck reinforcement. Shift deck & slab transverse
reinforcement to allow proper placement of Bars 7P & 4V and to facilitate placement of concrete.
Gutter Line
Bridge Deck
APPROACH SLAB WITH GUARDRAIL ATTACHED (NOT SHOWN):
Approach Slab
~
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to allow proper placement of Bars 7P & 4V and to facilitate placement of concrete.
5) Begin placing Railing Bars 7P & 4V on Approach Slab at the railing end and proceed toward Begin
or End Bridge to ensure placement of guardrail bolt holes. If required, adjustments to the bar spacing for
~
Bars 7P & 4V shall be made immediately adjacent to Begin or End Bridge.
rd960rh
Bridge Deck
6) Bars 7P at end of the railing shall be field cut and shifted to maintain clearance, see Railing End Taper
Transverse
Bars 7P1 (Typ.)
Detail Sheet 2 for similar details.
Reinforcement
Approach Slab
reinforcement
10:
11:
05 AM
Deck Expansion
Joint
GENERAL NOTES:
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB
»¿1) Deck Expansion Joint at begin or end bridge shown. Deck Expansion Joints at Pier or Intermediate Bents are sim
- SKEW ANGLE 15 DEGREES OR LESS
6/28/2012
2) Partial Plan Views shown are intended as guides only. See Structures Plans, Superstructure and Approach Slab Sheets
LAST
REVISION
07/01/05
REVISIO N
for skew angles, joint orientation, dimensions and details.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
6
2’-6" Min., 7’-6" Max.
2’-6" Min., 7’-6" Max.
End Post
End Post
2’-6" Min., 7’-6" Max.
Bridge Deck
End Post
Transverse
Deck Expansion
Reinforcement
Joint
2’-6" Min., 7’-6" Max.
End Post
Deck Expansion
Sidewalk
Sidewalk
Bridge Deck
Approach Slab
Bars 7P2
reinforcement
Joint
~
Bars 7P2
Bars 7P2
Bars 7P2
Bars 4V1
Bars 4V1
Bars 4V1 (Typ.)
Bars 4V1 (Typ.)
Approach Slab
Gutter Line
Gutter Line
~
Bars 7P1
Bars 7P1
Bars 7P1
Bars 7P1
~
Bridge Deck
~
Transverse
Reinforcement
Bridge Deck
Approach Slab
Place 1 ~ Bar 4V1 in each corner as
Approach Slab
reinforcement
shown (maintain clearance to bar)
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB WITH SIDEWALK
- SKEW ANGLE 15 DEGREES OR LESS
PARTIAL PLAN VIEW OF BRIDGE DECK AND APPROACH SLAB WITH SIDEWALK
- SKEW ANGLE GREATER THAN 15 DEGREES
NOTES:
1) Railing ends at deck expansion joints shall follow the deck joint with allowance for joint movement. Expansion
joint at the inside face of parapet shall be turned perpendicular or radial to this line.
See Structures Plans,
Superstructure and Approach Slab Sheets for details.
3) Edge of Approach Slab adjacent to the roadway shall follow end of railing, Bars 7P at end of the railing shall be
reinforcement
field cut and shifted to maintain clearance, see detail bottom left this sheet for similar details.
Approach Slab
BRIDGE DECK AND APPROACH SLAB WITHOUT GUARDRAIL ATTACHED (SHOWN):
4) Alternate Bars 7P1 with Bars 7P2 and reverse direction of every other Bar 4V1 to facilitate placement of concrete.
~
5) Bars 7P & 4V shall be rotated to match bridge deck reinforcement.
Begin or End
6) Railing End Post and reinforcement detailed above. Railing Interior Post reinforcement similar.
Approach Slab
APPROACH SLAB WITH GUARDRAIL ATTACHED (NOT SHOWN):
Bars 7P2
7) Begin placing Railing Bars 7P & 4V on Approach Slab at the railing end and proceed toward Begin or End Bridge
to ensure placement of guardrail bolt holes. If required, adjustments to the bar spacing for Bars 7P & 4V shall be made
Field Cut Bar 7P at Begin
Bars 4V1
immediately adjacent to Begin or End Bridge.
or End Approach Slab and
shift to maintain cover in
Tapered End Section
NOTES:
1) Railing ends at deck expansion joints shall follow the deck joint with allowance for joint movement. Expansion joint at the inside
face of parapet shall be turned perpendicular or radial to this line. See Structures Plans, Superstructure and Approach Slab Sheets
Edge of Approach Slab to follow edge of railing
Gutter Line
for details.
(Typ. with or without Guardrail attached)
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Shift deck transverse reinforcement minimally
to allow placement of Bars 7P & 4V.
4"
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2) Bars 4S1 (not shown) shall be placed perpendicular or radial to the gutter.
Approach Slab
2) Bars 4S1 (not shown) shall be placed perpendicular or radial to the gutter.
BRIDGE DECK AND APPROACH SLAB WITHOUT GUARDRAIL ATTACHED (NOT SHOWN):
»¿ Guardrail
3) Deck transverse reinforcement may be shifted minimally as required to allow proper placement of Bars 7P & 4V and to facilitate
3’-0"
Bars 7P1
placement of concrete. Bars 7P1 & 4V1 or 7P2 & 4V1 shall be used on opposing sides of the joint depending on the direction of the
Taper
skew, see Detail above. Approach Slab reinforcement may be shifted if conflicts occur.
4) Interior Post - alternate Bars 7P1 with Bars 7P2 and reverse direction of every other Bar 4V1 to facilitate placement of concrete.
10:
11:
07 AM
5) End Post - alternate Bars 7P1 with Bars 7P2 and reverse direction of Bars 4V1 (as detailed) where possible.
APPROACH SLAB WITH GUARDRAIL ATTACHED (SHOWN):
PARTIAL PLAN VIEW AT BEGIN OR END APPROACH SLAB WITH
6) Use Bars 7P2 and reverse direction of Bars 4V1 where skew restricts use of Bars 7P1 & 4P1.
7) Begin placing Railing Bars 7P & 4V on Approach Slab at the railing end and proceed toward Begin or End Bridge to ensure
SIDEWALK AND RAILING WITH GUARDRAIL ATTACHED
placement of guardrail bolt holes. If required, adjustments to the bar spacing for Bars 7P & 4V shall be made immediately
adjacent to Begin or End Bridge.
LAST
REVISION
07/01/05
REVISIO N
6/28/2012
- SKEW ANGLE GREATER THAN 15 DEGREES SHOWN, 15 DEGREES OR LESS SIMILAR
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
TRAFFIC RAILING - (CORRAL SHAPE)
NO.
424
SHEET
NO.
7