of FDOT 2014 DESIGN STANDARDS

b " V-Groove (See Note 6
1" Preformed Expansion
A
and Detail "A")
Joint Filler (Typ. all Sides)
Field Cut Bars 5B as required to
Expansion Joint (See Detail this sheet)
maintain minimum cover for skewed
approach slab
1" Dowel Load Transfer Devices
Bars 5B
Skewed
Approach
Barrier Wall Inlet (Grate
Bars 5B (Field
Bars 5U
not shown for clarity)
B
Cut as required
(See Design Standard
Slab
Index No. 218 for details)
Field Bend Bars 5A as
to clear Barrier
1" Dowel Load Transfer
Wall Inlet) (Typ.)
Devices (See Section
Top of
B-B for details)
Spread Footing
2" Cover
required to maintain
Typ. all Sides
minimum cover
Gutter Line
Bars 5S1
(See Note 8)
Approved metal
or fiber cap
Coping
" Open Joint
2" Cover
"
Bottom of
Sides (Typ.)
Spread Footing
B
Spacing
4"
3"
6" Spacing (See Note 10)
" Preformed Expansion
A
Bars 5V @ 6" sp.
Bars 5A (Typ.)
Joint Filler
(Tie to Bars 5A)
6" Spacing
(Typ.) (See Note 8)
Bars 5A
1’-0"
2b "
V-Groove Spacing ~ 30’-0" Max. (See Note 6)
2" Cover @
11 ~ Bars 5A @ 6" Spacing
»¿ Expansion
(Field cut to Clear Inlet)
Expansion Joints
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1’-0"
" Expansion Joint Spacing ~
»¿ Expansion
(50’-0" Min., 90’-0" Max.) (See Note 4)
EXPANSION JOINT DETAIL
PLAN
(Spread Footing expansion joints are required at
" open joints in Traffic Railing/Noise Wall)
SPREAD FOOTING ADJACENT TO SKEWED APPROACH SLAB AND WITH BARRIER WALL INLET
8’-9 "
NOTES
4’-4b "
4’-4
"
1. CONSTRUCTION REQUIREMENTS:
Construct the Spread Footing level transversely and expansion joints
plumb; do not construct the spread footing perpendicular to the roadway surface. Slip forming is not
1’-4
Barrier Wall Inlet and
Gutter Line
"
3’-0"
permitted.
2. CONCRETE: Use Class II concrete for slightly aggressive environments. Use Class IV concrete
Coping
for moderately or extremely aggressive environments. Concrete will be in accordance with
Grate (See Design
Standard Index No. 218
Bars 5V
for details)
(See Note 8)
Specification Section 346.
14’-0" or 8’-0" Traffic Railing/Noise Wall
3. DOWELS: Dowel Load Transfer Devices will be ASTM A 36 smooth round bar and hot-dip galvanized
in accordance with Specification Section 962. Install Dowel Load Transfer Devices in accordance with
Top of Spread Footing
Specification Section 350.
(Const. Joint Required)
Sl
o
p
e
Bars 5B (Typ.) (See Note 9)
»¿ 4. Construct ˘" Expansion Joints plumb and perpendicular or radial to Gutter Line. Provide at 90’
Va
r
i
e
s
maximum intervals as shown.
5. Provide and install Preformed Expansion Joint Filler in accordance with Specification Section 932.
6. Construct b" V-Grooves plumb and provide at 30’-0" maximum intervals as shown. Space V-Grooves
1’
-0"
Bars 5A @ 6" sp.
1" Preformed
3"
Expansion
Bars 5B
Joint Filler
»¿
equally between ˘" Expansion Joints and/or Begin or End Spread Footing. V-Groove locations are
coincide with V-Groove locations in the Railing/Noise Wall.
7. FILL REQUIREMENTS: Shoulder or Roadway Pavement or Fill is required on top (1’-0" minimum depth)
(Typ.)
for the entire length of the spread footing on both sides of the Railing/Noise Wall. See Section B-B
Bars 5U (Rotate
for details.
1’
-0"
sm 970re
as required to clear
footing reinforcing)
8. See Index No. 5210 for Bars 5V and 5S1.
9. Place 6 ~ Bars 5B inside Stirrup Bars 5V as shown.
10. Spacing shown is along the Gutter Line.
11. Work this Standard Drawing with one or both of the following:
6:
55:
37 PM
a. Index No. 5210 - Traffic Railing/Noise Wall (8’-0").
b. Index No. 5211 - Traffic Railing/Noise Wall (14’-0").
Bars 5S1
(See Note 8)
Bottom of Spread
Footing (Level
SECTION A-A
3" Cover (Bottom)
2" Cover (Top & Sides)
Transversely)
6/24/2013
SECTION THRU SPREAD FOOTING AND BARRIER WALL INLET
CROSS REFERENCE:
For Section B-B and Detail "A", see Sheet No. 2.
LAST
REVISION
07/01/13
REVISIO N
(Bars 5P, 5R and 5S1 in Traffic Railing/Noise Wall not shown for clarity)
DESCRIPTION:
INDEX
FDOT 2014
TRAFFIC RAILING/NOISE WALL
DESIGN STANDARDS
T-SHAPED SPREAD FOOTING
SHEET
NO.
NO.
5213
1of 2
REINFORCING STEEL BENDING DIAGRAMS
7’-0"
BILL OF REINFORCING STEEL
MARK
SIZE
A
5
6’-8"
B
5
AS REQD.
U
5
11’-0"
DOWEL
5A
6’-8"
5B
Length as Required
2’-7 "
LENGTH
1" Smooth Bar
1’-4
"
3’-0"
Coping
Gutter Line
Bars 5V (See Note 3)
BARS 5A & 5B
2’-0"
14’-0" or 8’-0" Traffic Railing/Noise Wall
Sl
o
p
e Va
r
i
e
s
(
Se
e No
t
e1
)
Top of Spread Footing
(Const. Joint Required)
Riding Surface
Spacing Bars 5B
Sl
o
p
e
Roadway or
Bars 5B (Typ.)
Shoulder
(See Note 2)
3"
6"
1’
-0"
2’-0"
3"
2’
-8"
Va
r
i
e
s
Fill
Pavement
Bars 5B (Typ.)
BAR 5U
6"
1’
-0"
5’-8"
1" DOWEL
6"
Const. Joint Permitted
Bars 5S1
1" Dowel Load Transfer Devices
(See Note 3)
Bars 5A @ 6" sp.
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dgn
REINFORCING STEEL NOTES:
at expansion joints (Typ.)
3" Cover (Bottom)
2" Cover (Top & Sides)
1. All bar dimensions in the bending diagrams are out to out.
Bottom of Spread Footing (Level Transversely)
2. All reinforcing steel at the open joints will have a 2" minimum cover.
3. Lap splices for Bars 5B will be a minimum of 2’-2".
4. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer.
Spacing 1"
6"
6 sp. @ 1’-0" = 6’-0"
6"
WWR must consist of Deformed wire meeting the requirements of Specification Section 931.
Dowels
Spacing
1’-0
"
3b "
2 sp. @ 1’-0" = 2’-0"
2’-5"
2 sp. @ 1’-0" = 2’-0"
3b "
Bars 5B
Top of Spread Footing
(Const. Joint Req’d.)
SECTION B-B
14’-0" or 8’-0" Traffic
TYPICAL SECTION THRU SPREAD FOOTING
3" Cover
(Bars 5P, 5R and 5S1 in Traffic Railing/Noise Wall not shown for clarity)
Railing/Noise Wall
Bars 5V (Rotated)
Coping
NOTES:
1. Match Cross Slope of Travel Lane or Shoulder.
2.
Place 6 ~ Bars 5B inside Stirrup Bars 5V as shown.
3. See Index No. 5210 for Bars 5V and Bars 5S1.
Bars 5B (Field
Bent) (Typ.)
b " V-Groove
ESTIMATED T-SHAPED SPREAD FOOTING QUANTITIES
Spread Footing
sm 970re
ITEM
Bars 5S1 (Field
End Stirrup
Bent) (Typ.)
Bar 5V
UNIT
QUANTITY
Concrete (Footing)
CY/FT
0.311
Reinforcing Steel (Typical)
LB/FT
51.80
LB
37.38
Additional Reinf. @ Expansion Joint
" Preformed Expansion Joint Filler
Note: The reinforcing steel quantity accounts for the difference between
6:
55:
39 PM
PARTIAL END VIEW OF RAILING END
the shorter Stirrup Bars 5V for junction slabs or bridges and
TRANSITION FOR GUARDRAIL ATTACHMENT
DETAIL "A"
the longer Stirrup Bars 5V for spread footings.
(Showing Bars 5V, Bars 5S1 and Bars 5B inside
6/24/2013
of Stirrup Bars 5V)
(Showing Locations of b " V-Grooves
and
" Preformed Expansion Joint Filler)
07/01/13
REVISIO N
LAST
REVISION
CROSS REFERENCE:
For location of Section B-B, see Sheet 1.
NOTE: See Index No. 5210, Detail "A" for details.
DESCRIPTION:
INDEX
FDOT 2014
TRAFFIC RAILING/NOISE WALL
DESIGN STANDARDS
T-SHAPED SPREAD FOOTING
SHEET
NO.
NO.
5213
2 of 2