FDOT DESIGN STANDARDS 2013 S2

REINFORCING STEEL BENDING DIAGRAMS - DRAINAGE
»¿ Barrier Wall
BILL OF REINFORCING STEEL
»¿ Expansion Joi
10’-0" Min.
MARK
Sidewalk or Sidewalk,
C-I-P Coping and
12 ~ Bars 4S2 @ 8" sp.
Bars 5B2 (Field Cut as
8"
Junction Slab, Raised
REQD. SIZE
LENGTH
4b"
S2
12
4
3’-1"
S3
2
5
10’-0"
U2
8
6
VARIES
U3
4
5
12’-10"
6’-0"
Concrete Parapet
6"
A
Bars 5S3
1" Preformed Expansion
6"
Joint Filler (Typ. all Sides)
1’
-6"
Bars 5C (Top)
(Typ.)
1’
-6"
6"
Wall Inlet) (Typ.)
6"
required to clear Barrier
4b "
Traffic Railing or
STIRRUP BAR 4S2
Barrier Wall Inlet (Grate
Bars 5U3
5’
-0"
not shown for clarity)
1’-6"
(See Index No. 218 for
5’-9"
1’-6"
Varies
details)
BAR 5S3
2" Cover
(Typ. all Sides)
3’
-7"
Bars 4L (Bottom)
(Typ.)
1’
-9"
Gutter Line
Bars 4A (Top)
5’-8"
(Typ.)
A
BAR 5U3
Bars 5S
Coping
Bars 5V2 (Typ.)
BAR 6U2
REINFORCING STEEL NOTES:
8 ~ Bars 6U2
Bars 6U2
1. All bar dimensions in the bending diagrams are out to out.
@ 8" sp. (See Note 1)
2. All reinforcing steel at open joints will have a 2" minimum cover.
3. See Index Nos. 6110, 6120 & 6130 for Bars 4A (or 5A), 5B, 5C and 4L (or 5L).
PLAN VIEW
4. The Contractor may use Welded Wire Reinforcement when approved by the
C:
\d\projects\standards\structures\2013book\06201-1of1.
dgn
(Junction Slab Shown, Raised Sidewalk Similar)
Engineer. Welded Wire Reinforcement will conform to ASTM A 497.
7’-0b" (See Note 2)
NOTES:
Gutter Line
Bars 5V2
(32" F-Shape shown,
(See Note 4)
42" F-Shape similar)
and Grate (See
for details)
Top of C-I-P Coping
4
"
1
"
Const. Joint Required
15 ~ Bars 4S2 @ 6" spacing for Raised Sidewalks).
3" Cover
4"
Em bed.
7"
6" M in.
3. Actual location & width vary depending on type of Retaining Wall used.
See Note 5
6"
Coping
Bars 5U3 (Rotate as required
Bars 6U2
6"
to clear junction slab reinforcing)
Bars 5B2
Bars 5B2 (Typ.)
4"
rd960rh
@ 8" sp.
1" Preformed Expansion
Joint Filler (Typ.)
4" Cover (Bottom)
11:
53:
39 AM
4. See Index No. 6110 for Bars 5V2 and 5S.
5. Two Layers 30Lb. Roofing Felt (Top) & Expanded Polystyrene shown hatched
(b" Each Side).
»¿6. Locate Barrier Wall Inlet a minimum of 10’-0" away
»¿
Expansion Joints in Junctions Slab, Raised Sidewalk or Side
C-I-P Coping and Traffic Railing or Concrete Parapet.
7. Work this Index with the following as appropriate:
Index No. 6110
Index No. 6120
Index No. 6130
Retaining Wall (MSE Wall
Compacted Sand
2" Cover (Top & Sides)
Shown, other Wall Types Similar)
2" Cover
2" Cover
See
SECTION A-A
6/28/2012
for C-I-P Raised Sidewalk and Sidewalks.
Bars 5B2
Bars 4S2 @ 8" sp.
Bars 5S3
2. Dimensions shown are for junction slab. Increase width as required
Spacing
Bars 5S (See Note 4)
1’
-0"
Junction Slab. For C-I-P Raised Sidewalks or Sidewalks, match bar
spacing and size shown in Typical Sections (i.e., 11 ~ Bars 5U2 and
2’
-3"
Index No. 218
Riding Surface
1. Spacing shown is along the Gutter Line. Spacing shown is for C-I-P
Recess
Barrier Wall Inlet
» ¿1
0˘ "
(See Note 2)
Roadway Pavement
C-I-P Traffic Railing
Varies (
10 "
Shoulder or
1’-6b " Min.
M ax.
, 3" M in.
)
4’-5b "
1’-0b"
SECTION THRU JUNCTION SLAB, BARRIER WALL INLET AND RETAINING WALL
6"
Note 2
LAST
REVISION
01/01/12
REVISIO N
(Junction Slab Shown, Raised Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
JUNCTION SLAB AT DRAINAGE INLET OPENINGS
NO.
6201
SHEET
NO.
1