»¿Symmetrical Abou Reflective Barrier Markers Are Required On The Top Of Concrete "

25’ (5 Equal Spaces @ 5’) (To Be
REFLECTIVE BARRIER MARKER SPACING ON WALL
Paid For Under The Contract Unit
DistanceSpacing (Ft.)
F
the Standard Specifications.
3.
The cost for reflectors shall be included in
the contract unit price for barrier wall.
none required
Approaching Traffic Side
D
C
»¿Symmetrical Abou
1
4"
2
Required On The Top Of Concrete
1
4"
2
1
2"
9
B
734"
Barrier Walls In Accordance With
5"
The Table Above (Typ.)
A
3
4"
R
2"R
6"
1’
-10"
C
D
E
F
2’-0"
END ELEVATION
10
"R
7"
B
3"R
SIDE ELEVATION
EDGE OF THE NEAR APPROACH TRAFFIC LANE.
3
4"R
Steel Stake (Optional)
CONCRETE BARRIER WALL TERMINAL
1
Approach Surface
1"
DETAIL II
»¿Symmetrical Abou
80’ (8 Equal Spaces @ 10’) (To Be Paid For Under
(See Standard Wall Detail)
Foot Extended As Called
2’-0"
Steel Stake (Optional)
A
3"R
#4 Bars
TO BE USED ONLY WHERE TERMINAL LOCATED CLEAR ZONE WIDTH FROM
3"
2’
-8"
1’
-10"
7"
3
4"R
1
Roadway Pavement
3"
10
"R
Shoulder Or Flexible
2’
-8"
3
4"R
6"
6"
6"
5"
#4 Bars
1’
-2
Reflective Barrier Markers Are
81316"
3
4"
4
3"
1’-0"
2’
-8"
E
conform to the color of the near edgeline.
80’
than 8’
Reflector color (white or yellow) shall
5
8"
4’ to 8’
2.
3
16"
40’
2’
-8"
4’
1’-0"
Reflective Barrier
Markers
Reflectors shall conform to Section 993 of
2’
-2
1.
Wall (ft)
1’
-838"
Lane to Barrier
Price For Concrete Barrier Wall)
»¿Symmetrical Abou
(See Standard Wall Detail)
REMARKS
Edge of Travel
The Contract Unit Price For Concrete Barrier Wall)
15"
For On Other Indexes Or As
1’-0"
Reflective Barrier
Markers
Called For In The Plans
HALF WALL
I
H
For concrete barrier wall details at piers, highway lighting and guardrail connections,
Approaching Traffic Side
G
see other sheets of this Index.
Standard barrier to be paid for under the contract unit price for Median
5
6
"
8
A
2
"R
Standard F-Shape
3
"R
A
B
C
D
E
F
G
2’-8" Std.
2’
-438"
1
8"
1’
-9
1014"
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3"
C
B
1’
-5
STANDARD BARRIER WALL SECTIONS
7
8"
D
1
2"
E
2’
-0
2’
-8"
Concrete Barrier Wall, LF.
3
4"
F
1’
-1
FULL WALL
H
Barrier Wall
I
3"R
New Jersey Shape*
2’-0"
* Where standard F-Shape walls abut existing NJ Shape walls, face
transitions of not less than 5’ in length shall be constructed at the
END ELEVATION
adjoining end of the F-Shape wall.
SIDE ELEVATION
DESIGN SPEED 45 MPH OR LESS
CONCRETE BARRIER WALL TERMINAL FOR NARROW MEDIAN
WALL FACE SAFETY SHAPES
DETAIL III
GENERAL NOTES
1.
Class II concrete shall be used for all reinforced and plain (nonreinforced) concrete
4.
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barrier walls; except, in moderately and extremely aggressive environments, Class IV
When the barrier is installed adjacent to the pavement the top 12" of the subgrade shall be
7.
compacted to at least 98% of the maximum density determined by FM 1-T 180, Method D.
not shielded or outside the clear zone shall be marked by Type 3 Object
concrete shall be used. All reinforcing steel with undesignated size shall be #4 bars.
Exposed concrete surfaces shall have a Class 3 surface finish in accordance with
On roadways designated for reverse laning all downstream, ends that are
Markers.
5.
For cast-in-place barrier wall segments constructed with the slip form method, score 3/8"
Section 521 of the Standard Specifications, unless other finish called for in plans.
deep crack control V-Grooves while the concrete is still plastic and mold them when walls
The surfaces shall have a Class 5 Applied Finished Coating in accordance with Section
are constructed with the stationary form method. All 3/8" deep V-Grooves shall be spaced
in the contract unit price for concrete barrier wall. See individual details
400 only when called for in the plans.
at 20’ intervals, the end of the side face grooves shall be in line with the ends of the top
8.
Cost of reinforcing steel and reflective barrier markers shall be included
for pay item information.
9:
58:
48 AM
face groove and the long dimension of all grooves shall align at 90 degrees to the
2.
Concrete barrier wall terminal notes for design speeds = 50 mph.
longitudinal axis of the wall. When wall segments are less than 40’ in length, space the
a. Terminated outside clear zone of the approach traffic with ’DETAIL II’ end
V-Groove equally between open joints. Dowel transverse construction joints for abutting
treatment.
For barrier wall inlet details see Indexes Nos. 217, 218 and 219.
10. Concrete barrier wall with New Jersey Safety Shape may not be
b. Terminated within a shielded location.
c. Terminal protection by the use of a crash cushion system.
substituted for the Standard F Shape Barrier.
6.
Precast construction is allowed as an alternate to cast-in-place construction.
d. Terminated in conjunction with a suitably designed transition to another barrier.
a. Wall segments <40’ in length shall be joined by a transverse joint in accordance with
Expansion joints in wall required only at bridge ends and/or at locations where wall is
b. Bedding of the precast sections shall be facilitated by the use of sand-cement grout or
an integral part of existing or proposed concrete slab; wall joints are to match an
existing or proposed expansion joint.
equal method to assure uniform bearing.
c. Reinforcement may be required for handling stresses.
Details C & D on Sheet 2. The minimum segment length is 20’.
3.
LAST
REVISION
01/01/12
REVISIO N
6/28/2012
segments less than 40’ (See Detail B).
9.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
1
1
4"
Chamfer Typ.
Cold Joint
Free End Reinforcement
118"
118"
Plain Steel Dowels 1"
»¿At Of Wall; Lubr
9"
Per Specifications
9"
6"
3
16"
R
+ 0.00
+ 0.00
8"
3
16"
3"
R
- 0.01
3"
- 0.01
4 Draft
Detail D
Barrier
Wall
14"
1
4"
4 3O’ Draft
Max.
TOP VIEW
TOP VIEW
PRECAST BARRIER TRANSVERSE JOINTS
STRAIGHT TONGUE AND GROOVE
DETAIL C
DETAIL D
6’-3"
1
4"
DOWELED TRANSVERSE CONSTRUCTION JOINT WHEN
7
1
4"
Special End Shoe
12"x12"x
(See Index No. 400)
Steel Back-Up Plate
ABUTTING SEGMENT(S) LESS THAN 40’ IN LENGTH
Galvanized
DETAIL B
1’
-9"
Edge Of Traveled Way
2’ Misc. Asphalt
Clear Zone Width
5’
Concrete
Barrier Wall
W ide M edian
Pavement (2" Thick)
»¿ C
Standard W-Beam Guardrail
FRONT VIEW
END VIEW
END VIEW
NOTES
1.
End of wall flush mounted connections are not applicable to two-lane two-way facilities. See Sheets 20, 24, and 25
for trailing end connections on two-lane two-way facilities and for approach guardrail connections.
Shoulder Pavement
2. Trailing guardrail connections to double face safety shaped walls will be under one of the following traffic
conditions and mounting methods:
25’ (See Detail No. II)
(a) One-way traffic trailing condition one side only - flush mount with flat steel back-up plate on back side.
(b) One-way traffic trailing condition both sides - flush mount both sides.
Edge Of Traveled Way
Sheet 25.
CONCRETE BARRIER WALL TRANSITION BETWEEN WIDE AND
NARROW MEDIANS WHEN BARRIER WALL END LOCATED OUTSIDE
APPROACH CLEAR ZONE OR HORIZONTAL CLEARANCE
See Applicable QPL Drawings.
3"
5"
6"
3"
2" Cl.
»¿End Reinforc
80"
#4 Hairpins
10 spaces @ 8" each
Direction Of Traffic
Misc. Asphalt
Pavt.
C. C.
Concrete Barrier
Wall (Full, Half Or
10’
Trapezoidal Wall)
Extended Shoulder
Break Point
8"
*
Half Wall
Hairpin
2" Cl.
#4 Bars
(3 Each Face)
3" Cl.
15 Or Flatter
Shoulder And Slope
Not Steeper Than 1 : 10
(Type Varies, See Plans)
.
"Cl
2
Normal Shoulder Line
Varies
Extended Shoulder
6"
Edge Of Traveled Way
Crash Cushion
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W-BEAM GUARDRAIL CONNECTION TO CONCRETE BARRIER WALL TRAILING ENDS
This Length Will Be Required For All Free End Reinforcing.
M edian Or Outside
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(c) For trailing condition one side and approach traffic condition opposite side - see "Median Barrier Wall" mounting,
Hairpin Front Face Bend
Extended As Required By
9:
58:
50 AM
Other Indexes For
Mounting Half Walls On
SIDE VIEW
SHOULDER TREATMENT WHEN CRASH CUSHIONS SHIELDING CONCRETE BARRIER
WALL END LOCATED INSIDE APPROACH CLEAR ZONE OR HORIZONTAL CLEARANCE
*Note:
Rigid Concrete Surfaces
END VIEW
Free end reinforcement required for nonreinforced walls at
the following locations: All exposed ends; abutting ends of
true joints; ends with guardrail connections; ends with
6/28/2012
DETAIL A
redirective crash cushion connections; and, ends connecting to
FREE END REINFORCEMENT
LAST
REVISION
07/01/05
REVISIO N
bridge traffic rails or other rigid barrier walls.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
2
912"
912"
3
4"R
1
2 2"
Vert. Bars 4B
@ 16" O.C.
(See Bending Diagram)
1’
-10"
212"
Vert. Bars 4B
@ 16" O.C.
(See Bending Diagram)
3
4"R
1
2 2"
2"
2"
5"
10"R
12
2
Vertical Face
912"
No. 4 Horiz. Bars
@ 12" O.C.
Shoulder Or
Roadway
Pavement
"
3"
10"R
2
3"
134"R
Vertical Face
212"
Vertical Face
212"
Const. Joint
2"
514"
1’
-10"
3"
2’-0"
Const. Joint
3"
W
F-SHAPE MEDIAN BARRIER
WHEN Y IS LESS THAN OR EQUAL TO 6 INCHES
2"
134"R
No. 4 Bars
@ 8" O.C.
3"
Steel Stake
(Optional)
2’-0"
3"
3"
No. 4 Bars
@ 8" O.C.
3"
Const. Joint
2’-0"
Vert. Bars 4C
@ 8" O.C.
(See Bending Diagram)
21
1’
-0"
3"
Varies 0’-0"
to 0’-6"
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No. 4 Bars
@ 8" O.C.
134"R
3"
10" 3" 7"
21
1’
-4"
1’
-4"
3"
Y Varies
10"R
Shoulder Or
Roadway
Pavement
1’
-0"
Y
3"
No. 4 Horiz. Bars
@ 12" O.C.
212"
5"
Vert. Bars 4E
@ 8" O.C.
(See Bending Diagram)
10"R
Shoulder Or
Roadway
Pavement
Vert. Bars 4A
@ 8" O.C.
(See Bending Diagram)
Y Varies
3"
7"
3"
10"R
134"R
212"
5"
Shoulder Or
Roadway
Pavement
Const. Joint
214"
No. 4 Horiz. Bars
@ 12" O.C.
1’
-10"
No. 4 Bars
5"
10" 3" 7"
Shoulder Or
Roadway
Pavement
Vert. Bars 4D
@ 8" O.C.
(See Bending Diagram)
1’
-10"
5"
214"
Varies 0’-0"
to 0’-6"
3
4"R
6"
1’
-10"
3
4"R
Shoulder Or
Roadway
Pavement
1 2"
Vertical Face
134"R
214"
7"
No. 4 Horiz. Bars
@ 12" O.C.
7"
5"
214"
1’
-10"
3
4"R
212"
3
4"R
W1
CANTILEVER WALL
SUPERELEVATED SECTION
L-WALL
SUPERELEVATED SECTION
BENDING DIAGRAMS
1’-14"
6316"
12" Min.
Overlap
Varies
4716"
Varies
Varies
678"
1’
-112"
D
1014"
114"
Min. Overlap
Unless the plans stipulate a specific wall type, either
the Cantilever wall or the "L" wall may be constructed
at the Contractor’s option.
Cost of the footing to be included in the contract unit
price for Median Concrete Barrier Wall, LF.
D
Cantilever
Wall
D
1’
-978"
1’
-978"
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6316"
D
D
2516"
41516"
Varies
4716"
D
This barrier wall has been structurally evaluated to be
equivalent or greater in strength to other safety
shapes which have been crash tested to NCHRP Report
350 TL-4 criteria.
1’
-101316"
Varies
1’
-101316"
2516"
2116"
1’
-8716"
Varies
Design Criteria:
D
9:
58:
53 AM
8"
6/28/2012
D
L-WALL & CANTILEVER WALL
BAR 4B
1’-6"
2’-0"
2’-6"
3’-0"
3’-6"
4’-0"
5’-0"
5’-3"
5’-6"
5’-9"
6’-0"
6’-3"
6’-6"
39’
35’
29’
26’
24’
22’
"L" Wall
3’-0"
3’-6"
4’-0"
6’-6"
7’-0"
36’
33’
Height Y
1’-6"
2’-0"
2’-6"
Width W1 5’-0"
5’-3"
5’-6"
5’-9"
44’
42’
41’
Min. Segment Wall Length
8"
Varies
L-WALL
BAR 4A
1’-0"
Width W
Min. Segment Wall Length
D
D
Height Y
46’
39’
1’-4"
L-WALL
BAR 4C
CANTILEVER WALL CANTILEVER WALL
BAR 4D
BAR 4E
LAST
REVISION
01/01/11
REVISIO N
MEDIAN BARRIER WALL FOR SUPERELEVATED SECTIONS OR FOR VARIABLE ROADWAY PROFILE GRADES
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
3
To Be Paid For As Median Concrete Barrier Wall, LF
(Cost To Include Thin Walls, Fill, Cap And Transition)
L (Total Transition) (Symmetrical At Pier Approaches)
Std. Half Barrier Wall (Thin Wall)
T (Concrete Barrier
M
4" Concrete Cap
Wall Transition)
12"
B
20
Standard
Min.
1
Granular Fill In Wall Cavity
1
2"
M in.
12"
A
4" Concrete Cap
Pier (P)
Over Granular Fill
Expansion Material
Std. Half Barrier
P + 1"
Barrier Wall
Wall (Thin Wall)
Roadway Or Shoulder
24"
Pavement
1
A
»¿End
20
Reinforcement
B
PLAN
SECTION AA
Pier (P)
(Width
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Varies)
1
2"
»¿
Expansion Material
Std. Half Barrier Wall (Thin Wall)
4" Concrete Cap Over Granular Fill
1
2"
Expansion Material
Roadway Or
Shoulder Pavement
Pier
DIMENSIONS (Ft.) (WHEN P=3’-0")
L
M
T
35’
20’
15’
Pier Foundation
Pier Foundation
SECTION BB
ELEVATION
9:
58:
55 AM
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BRIDGE PIERS
Fill To Be Free Of Deleterious And Cementitious Material
6/28/2012
CONCRETE MEDIAN BARRIER WALL TRANSITIONS AT BRIDGE PIERS
LAST
REVISION
07/01/07
REVISIO N
WHEN DESIGN SPEED < 45 MPH
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
4
Standard
Barrier Wall
To Be Paid For As Median
Concrete Barrier Wall, LF
Overhead Sign Pedestal To Be
Included In Cost Of Overhead Sign
(Cost To Include Safety Shape
Barrier Face)
Solid Concrete Infill Unless Contractor Chooses
To Construct Thin Walls With Granular Fill And
4" Concrete Cap (See Section AA). (Cost to be
included in Cost Of Concrete Barrier Wall, LF)
C
»¿Symmetrical Abou
20
1’-6" Min.
1
1’-6" Min.
12"
M in.
1’-6" Min.
Varies (See Plans)
Varies (See Plans)
1’-6" Min.
24"
1
20
End | Reinforcement
Overhead Sign
Support Footing
Safety Shape
Face
C
Overhead Sign Support Pedestal With Safety Shape Face
Roadway Or
Shoulder
Pavement
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PLAN
Overhead Sign
Support Pedestal
Overhead Sign
Support Footing
Overhead Sign Support
Doweled Transverse Construction Joint, See DETAIL B
SECTION CC
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Overhead Sign
Support Pedestal
Overhead Sign Support Footing
9:
58:
57 AM
ELEVATION
6/28/2012
CONCRETE MEDIAN BARRIER WALL TRANSITIONS AT OVERHEAD SIGN SUPPORTS
LAST
REVISION
07/01/10
REVISIO N
WHEN DESIGN SPEED < 45 MPH
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
5
2’-0"
1
2"
9
»¿ 1’-0" x
x 6" Pull Box
1’-3"
1
1" Exp. Jt. Material
With Rigid Pavement
Only
1
2"
9
Roadway Or
Shoulder Pavement
Roadway Or
Shoulder Pavement
(Pole)
0’
-6"
1" Exp. Jt. Material
With Rigid Pavement
Only
2’-0"
1’
-0"
4" Typ.
(Box & Cover)
TRANSVERSE SECTION
2’
-9"
INSTALLATION
Roadway Or
Shoulder Pavement
3
16
(Typ.)
Roadway Or
Shoulder Pavement
1
2"
3
4"
4"
1
2"
3
FRONT VIEW
PULL BOX
SPREAD FOOTING AND
CYLINDRICAL NOTES
The Reinforcement Details And
Dimensions For Both The Spread
Footing And Cylindrical Foundations
Can Be Found In Index 17515.
END VIEW
SPREAD FOOTING OPTION
3’-0"
2’-3"
Optional
Const.
Joint
3’-0"
2’-3"
Cover
Min. 10’ from free
end, barrier wall transition
approach ends and guard rail
1
"
3
1 2"
1’-3"
2’
-9"
Traffic Railing
1’-3"
2’-0"
Optional
Const.
Joint
1’
-0"
2’-0"
Min. 10’ from free
end, barrier wall transition
approach ends and guard rail
1’
-0"
Ground Rod
Optional
Const.
Joint
SIDE VIEW
2’
-6"
PULL BOX
PULL BOX NOTES
2’
-6"
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CYLINDRICAL OPTION
-0"
1’
For Ground Rod
(4" Below
Bottom Of Footing)
Ahead
As Req’d
5
8
6/28/2012
ELEVATION
CYLINDRICAL OPTION
ELEVATION
07/01/09
REVISIO N
LAST
REVISION
3. Pull box complete and conduit risers are incidental to
the construction and cost of the barrier wall; there is
to be no separate compensation for the box, risers or
installation unless specifically called for in the plans.
As Req’d
Ground Rod
SPREAD FOOTING OPTION
1. Pull boxes are to be fabricated from steel conforming
to ASTM A36 and be hot-dip galvanized after
fabrication. All seams shall be continuously welded and
ground smooth. A neoprene gasket shall be attached to
the box to provide a watertight cover. The cover
screws shall be fully galvanized.
2. Remove excess concrete while green and hand form
chamfers.
For Ground Rod
(4" Below
Bottom Of Wall)
9:
58:
59 AM
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"
6
»¿ 1’-0" x 1
x 6" Pull Box
»¿ 1’-0" x 1’6" Pull Box
Optional
Const.
Joint
END VIEW
LIGHT POLE MOUNTING IN MEDIAN BARRIER WALL
PULL BOX - ELECTRICAL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
6
2
"
4"
2"
Expanded Shoulder
Horiz. Bars
No.4 @ 8" O.C.
7"
Bars 4F @ 8" O.C.
(See Bending Diagram)
134"R
3"
3"
Shoulder
Pavement
5"
3"
5’
-8"
5"
Gutter Line
Gutter Line
Construction Joint
Permitted
1’-3"
1’-3"
Slope
Varies
1’
-9"
1’
-9"
Slope
Varies
1’
-9"
6"
Expanded Shoulder
10"R
Barrier
Wall Inlet
Construction Joint
Permitted
2"
Varies (2’ Min.)
Bars 4F @ 8" O.C.
(See Bending Diagram)
3"
134"R
3" 3"
See Index
No. 218 For
Joint Seal
Shoulder
Pavement
7"
Bars 4G @ 8" O.C.
(See Bending Diagram)
2
"
Horiz. Bars
No. 4 @ 8" O.C.
Varies (2’ Min.)
10"R
Gutter Line
3
4"R
5’
-8"
1’
-10"
2"
1’
-10"
2
"
3
4"R
734"
214"
6"
4"
214" 734"
1’-0"
1’-0"
Construction Joint
Permitted
1’-3"
a
3"
3"
1’
-0"
3"
3"
3"
b
No. 4 Bars
@ 8" O.C.
No. 4 Bars, 10’ In Length
Centered On Inlet
W4
No. 4 Bars
@ 8" O.C.
W3
W2
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NOTE: All longitudinal reinforcement #4 bars.
REINFORCING STEEL MODIFICATIONS
NOTE: All longitudinal reinforcement #4 bars.
CANTILEVER WALL
AT BARRIER WALL INLETS (INDEX NO. 218)
3"
3"
3"
3"
3"
b
1’
-0"
3"
3"
No. 4 Bars
@ 8" O.C.
L-WALL
DIMENSIONS AND QUANTITIES
CANTILEVER WALL
Length*
Of
Barrier
Wall (LF)
Heal Of Footing
Heal Of Footing
Front Face Barrier
Wall And Footing
1" Expansion
Material
Back Of Barrier
Back Of Barrier
GENERAL NOTES:
1.
Top Barrier
2.
Gutter Line
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Gutter Line
1’-0"
1’-0"
Toe Of Footing
9:
59:
02 AM
Toe Of Footing
3.
Reduce the vertical steel spacing to 4 inches O.C.
a distance of 4 feet each side of all cold joints.
This barrier wall has been structurally evaluated
to be equivalent or greater in strength to other
safety shapes which have been crash tested to
NCHRP Report 350 TL-4 criteria.
Wall to be paid for under the contract unit price
for Shoulder Concrete Barrier Wall
(Rigid-Shoulder), LF.
Inlet Per Index 218
W2
(LF)
a
L-WALL
Rein.
Class II
Steel
Conc.
CY Per Lbs. Per
LF
LF
Length*
Of
Barrier
Wall
W3
(LF)
W4
(LF)
b
Class II
Conc.
CY Per
LF
Rein.
Steel
Lbs. Per
LF
= 65’
3’-3"
5"
0.30
31
3’-6"
2’-6"
7"
0.31
32
57’ to 64’
3’-9"
3"
0.32
33
50’ to 59’
4’-0"
3’-0"
5"
0.33
34
50’ to 56’
4’-3"
3"
0.33
35
40’ to 49’
4’-9"
3’-9"
6"
0.35
37
39
= 60’
41’ to 49’
5’-0"
7"
0.36
38
35’ to 39’
5’-3"
4’-3"
4"
0.37
36’ to 40’
5’-6"
5"
0.38
40
30’ to 34’
5’-9"
4’-9"
2"
0.39
42
28’ to 35’
6’-6"
3"
0.42
44
25’ to 29’
6’-6"
5’-6"
3"
0.42
44
25’ to 27’
7’-0"
7"
0.44
46
20’ to 24’
7’-6"
6’-6"
2"
0.45
49
Quantities shown are for information only. For method of payment see payment note.
Barrier wall inlets (Index 218) shall be isolated from the barrier wall stem and footing
by 1" expansion material.
* All walls may be made up of segments of 20’ or more in length provided the segments
are joined by a transverse joint in accordance with Detail B. Segments shall have
dimensions same as walls above.
BARRIER WALL FOOTING
6/28/2012
TRANSITION AT INLETS
LAST
REVISION
01/01/11
REVISIO N
PLAN VIEW
REINFORCED CONCRETE BARRIER WALL (SHOULDER)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
7
1’
-0"
4"
D
438"
4"
978"
6"
D
No. 4 Bar
5’-212"
5’-212"
BAR 4G
212"
BAR 4F
1’-1058"
2’-778"
1’-1058"
3
4"R
D
7"
134"R
Shoulder
Pavement
5"
10"R
No. 4 Bars @ 8" O.C.
3"
BAR 4H
2"
Bar 4H @ 8" O.C.
4’-612"
For Use In Areas Where Obstructions
Require Localized Omission Of Toe
2
"
4"
No. 4 Bar
4’-612"
C:
\d\projects\standards\roadway\00400-s\00410-08of25.
dgn
1’
-10"
D
6516"
8"
4"
6516"
No. 4 Bar
3116"
1112"
D
D
)
x.
Ma
3"
8"
2’-778"
e
op
Sl
734"
214"
2
1:
s(
e
i
r
Va
BAR 4J
Gutter Line
1’
-4"
Construction Joint Permitted
BENDING DIAGRAMS
Bar 4J
@ 8" O.C.
15"
1’-9"
3"
3" 3"
3"
1’
-0"
3"
1’-0"
Toe
4’-0"
#4 Bars @ 8" O.C.
9:
59:
04 AM
rd960rh
Note: All longitudinal reinforcement No. 4 bars.
Minimum segment length for this wall is 20 feet.
Wall to be paid for under the contract unit price
for Shoulder Concrete Barrier Wall (Rigid-Retaining), LF.
QUANTITIES: Class II Concrete 0.29 CY/LF
Reinforcing Steel (Bar 4H) 28.6 LBS/LF
Reinforcing Steel (Bar 4J) 26.8 LBS/LF
LAST
REVISION
01/01/11
REVISIO N
6/28/2012
REINFORCED CONCRETE BARRIER WALL (RETAINING)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
8
68.75’ Min. Approach Guardrail Except When
Plans Call For Attenuator In Lieu Of Guardrail.
For Additional Details See Index No. 400
Concrete Barrier Wall (Shoulder)
Varies (Deflected Barrier Wall )
Expanded Shoulder When
Reinforced Concrete
Barrier Wall (Shoulder)
Constructed.
Varies (See Plans)
Transition Section
Approach End Anchorage
Assembly (MELT Shown)
Varies (See Plans)
Expanded Shoulder
For 68.75’ Guardrail
Expanded Shoulder
Concrete Traffic Railing
On Retaining Wall Or
Reinforced Concrete
Barrier Wall (Shoulder)
Bridge Traffic Rail
*
1 : 50
Bridge Shoulder
(See Plans)
Grassed
Normal Shoulder
For Extended Guardrail
Shoulder Pavement
Bridge
Approach
Slab
Roadway Shoulder
(Width Same As
For Bridge)
Paved Shoulder (See Plans)
WITH CONCRETE BARRIER WALL (SHOULDER)
Guardrail (For Additional Details See Index No. 400)
2 Panels
Transition Section
Bridge Traffic Rail
Approach End Anchorage
Assembly (MELT Shown)
Varies (See Plans)
Concrete Traffic Railing
On Retaining Wall Or
Reinforced Concrete
Barrier Wall (Shoulder)
Shoulder Line
*
Bridge Shoulder
(See Plans)
Bridge
Varies
4’
Expanded Shoulder When
Reinforced Concrete
Barrier Wall (Shoulder)
Constructed.
Approach
Slab
For Shoulder Gutter
Requirements See Plans
15’ Shoulder Gutter
Transition To Suit
Barrier Wall Terminal
Shoulder Pavement Configuration
Roadway Shoulder
(Width Same As
For Bridge)
Deflected Shoulder Gutter
When Required For
Variations In Shoulder
Widths
C:
\d\projects\standards\roadway\00400-s\00410-09of25.
dgn
WITH SHOULDER GUTTER AND GUARDRAIL
Guardrail (For Additional Details See Index No. 400)
2 Panels
Transition Section
Expanded Shoulder When
Reinforced Concrete
Barrier Wall (Shoulder)
Constructed.
Approach End Anchorage
Assembly (MELT Shown)
Varies
Varies (See Plans)
Concrete Traffic Railing
On Retaining Wall Or
Reinforced Concrete
Barrier Wall (Shoulder)
Bridge Traffic Rail
See Shoulder
Notation Left
*
Bridge Shoulder
(See Plans)
Shoulder Line
Grassed
Shoulder Pavement
Bridge
Approach
Slab
Roadway Shoulder
(Width Same As
For Bridge)
Paved Shoulder (See Plans)
rd960rh
WITH GRASSED OR PAVED SHOULDERS AND GUARDRAIL
To be deleted on trailing ends except for 2-lane 2-way facilities.
The tangent guardrail shall be anchored by End Anchorage Type II,
Index No. 400.
End measurement for guardrail payment when guardrail connected
to shoulder barrier walls. See Index No. 400, Detail J for end
measurement when guardrail connected to concrete traffic rails
constructed with approach slab or on retaining walls.
*Guardrail
connection to concrete traffic railings on retaining
walls shall be in accordance with the Structures Design Office
Standard Drawings and the plans. Approach guardrail
connections to shoulder concrete barrier walls shall be in
accordance with the details shown on Sheets 2, 24 and 25 of
this Index and Index No. 400, Detail J.
EITHER REINFORCED CONCRETE BARRIER WALL (SHOULDER) OR RETAINING WALL WITH CONCRETE TRAFFIC RAILING
6/28/2012
9:
59:
06 AM
To be deleted on trailing ends except for 2-lane 2-way facilities.
Views show approach roadside barriers when length of need exceeds the
length of either retaining walls with concrete traffic railings* or Reinforced
Concrete Barrier Wall (Shoulder) on shoulders. When either of these rigid
barriers alone satisfies the approach length of need, the wall ends shall be
shielded by crash cushions, or, by guardrail the same as for bridge traffic
rails, as detailed in Index No. 400. See other flagged notes for trailing end
treatments. Miscellaneous asphalt paving under guardrail not shown.
REVISION
00
REVISIO N
CONCRETE BARRIER WALLS ON APPROACHES TO BRIDGES
LAST
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
NO.
410
SHEET
NO.
9
End Barrier Wall
(Rigid) (Curb & Gutter)
X (Length Of Advancement, Ft.)
Bridge
10’ Transition
X (Length Of Advancement, Ft.)
10’ Transition
Sidewalk (5’ Std.)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk (5’ Std.)
Tactile Surface
Tactile Surface
Utility Strip (Varies)
T
Type F Curb
& Gutter (2’)
Utility Strip (Varies)
Barrier Wall
1.5’
NOTE:
X=Length of advancement in feet for
near and opposing approach lanes.
See Sheet 14.
Type F Curb & Gutter (2’)
T
For locations without utility strips
see Sheet 11.
For transition and sidewalk details
see Sheets 12 & 13 and for
sectional details see Sheet 14.
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall
(Rigid) (Curb & Gutter)
Departure 25’ Unless Otherwise Called For In Plans
10’ Transition
X (Length Of Advancement, Ft.)
Bridge
Begin Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
The 1.5’ offsets to toe of barrier
wall cannot be reduced to
accommodate hazards; however,
hazards located in the stem of the
Sidewalk (5’ Std.)
Sidewalk (5’ Std.)
wall may be accommodated by the
details on Sheets 22 & 23.
Tactile Surface
Tactile Surface
Utility Strip (Varies)
T
Type F Curb
& Gutter (2’)
Utility Strip (Varies)
Type F Curb & Gutter (2’)
Barrier Wall
End Barrier Wall
(Rigid) (Curb & Gutter)
T
1.5’
ONE-WAY TRAFFIC
BRIDGE END HAZARD
10’ Transition
X (Length Of Advancement, Ft.)
X (Length Of Advancement, Ft.)
10’ Transition
Begin Barrier Wall
(Rigid) (Curb & Gutter)
C:
\d\projects\standards\roadway\00400-s\00410-10of25.
dgn
Sidewalk Alignment Varies To
Suit Conditions Around Hazard
Sidewalk (5’ Std.)
Sidewalk (5’ Std.)
Tactile Surface
Tactile Surface
T
Utility Strip (Varies)
Type F Curb
& Gutter (2’)
Utility Strip (Varies)
Type F Curb & Gutter (2’)
Barrier Wall
1.5’
T
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall
(Rigid) (Curb & Gutter)
Departure- 25’ Unless Otherwise Called For In Plans
X (Length Of Advancement, Ft.)
10’ Transition
10’ Transition
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk Alignment Varies To
Suit Conditions Around Hazard
Sidewalk (5’ Std.)
rd960rh
Sidewalk (5’ Std.)
Tactile Surface
Tactile Surface
9:
59:
08 AM
Utility Strip (Varies)
T
Type F Curb & Gutter (2’)
Type F Curb & Gutter (2’)
Barrier Wall
ONE-WAY TRAFFIC
Utility Strip (Varies)
1.5’
T
6/28/2012
HAZARD 4’ OR LESS FROM FACE OF CURB
LAST
REVISION
07/01/07
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
CURB AND GUTTER WITH UTILITY STRIP AND WITH ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
10
Begin Barrier Wall
(Rigid) (Curb & Gutter)
End Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
Varies
(10’ Min.-20’ Max.)
X (Length Of Advancement, Ft.)
X (Length Of Advancement, Ft.)
Bridge
Sidewalk
(6’ Std.)
10’ Transition
Varies
(10’ Min.-20’ Max.)
Sidewalk
Varies (See Plans)
Tactile Surface
Tactile Surface
(6’ Std.)
T
Barrier Wall
Type F Curb
& Gutter (2’)
1.5’
Type F Curb
& Gutter (2’)
T
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall (Rigid)
(Curb & Gutter)
Departure- 25’ Unless Otherwise Called For In Plans
Begin Barrier Wall
(Rigid) (Curb & Gutter)
X (Length Of Advancement, Ft.)
Bridge
10’ Transition
10’ Transition
Varies
(10’ Min.-20’ Max.)
Sidewalk (6’ Std.)
Sidewalk
Varies (See Plans)
Tactile Surface
(6’ Std.)
T
Barrier Wall
Type F Curb
& Gutter (2’)
1.5’
Type F Curb
& Gutter (2’)
T
ONE-WAY TRAFFIC
BRIDGE END HAZARD
End Barrier Wall (Rigid)
(Curb & Gutter)
Varies
(10’ Min.-20’ Max.)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
X (Length Of Advancement, Ft.)
X (Length Of Advancement, Ft.)
10’ Transition
Varies
(10’ Min.-20’ Max.)
C:
\d\projects\standards\roadway\00400-s\00410-11of25.
dgn
Sidewalk Alignment Varies To Suit Conditions Around Hazard
Sidewalk
(6’ Std.)
Sidewalk (6’ Std.)
Varies (See Plans)
Tactile Surface
Tactile Surface
T
Barrier Wall
Type F Curb
& Gutter (2’)
1.5’
Type F Curb
& Gutter (2’)
T
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall (Rigid)
(Curb & Gutter)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Departure- 25’ Unless Otherwise Called For In Plans
10’ Transition
X (Length Of Advancement, Ft.)
Sidewalk Alignment Varies To
Suit Conditions Around Hazard
10’ Transition
Varies
(10’ Min.-20’ Max.)
Varies (See Plans)
Sidewalk (6’ Std.)
Tactile Surface
Sidewalk (6’ Std.)
rd960rh
T
Barrier Wall
Type F Curb
& Gutter (2’)
NOTE:
9:
59:
10 AM
X=Length of advancement in feet for near and opposing approach lanes.
See Sheet 14.
6/28/2012
ONE-WAY TRAFFIC
The 1.5’ offsets to toe of barrier wall cannot be reduced to accommodate
hazards; however, hazards located in the stem of the wall may be
accommodated by the detail on Sheets 22 & 23.
1.5’
Type F Curb
& Gutter (2’)
T
HAZARD 4’ OR LESS FROM FACE OF CURB
LAST
REVISION
07/01/07
REVISIO N
For locations with utility strips see Sheet 10. For transition and sidewalk
see Sheets 12 & 13, for sectional details see Sheet 14.
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
CURB AND GUTTER WITHOUT UTILITY STRIP AND WITH ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
11
D
D
C
NEAT LINE PICTORIAL VIEW
C
PICTORIAL VIEW
SEGMENT
PICTORIAL VIEW
2.75’
7
8"
3
3.5’
1.5’
Expansion Joint
Tactile Surface
1
2"
Sidewalk
(6’ Std.)
Varies
(See Plans)
2’
-8"
1
2"
Sidewalk (5’ Std.)
Expansion Joint
1.5’
Varies (See Plans)
Const. Joint
Permitted
0
.
0
2
0
.
0
4
(
0
.
0
2 St
d
.
)
Tactile Surface
12"
1012"
Utility Strip (Varies)
Type F Curb &
Gutter (2’)
1
2"
Expansion Joint
Barrier Wall
1
2"
Type F Curb & Gutter (2’)
Expansion Joint
Barrier Wall
PLAN
WITHOUT UTILITY STRIP
PLAN
WITH UTILITY STRIP
Const. Joint
Permitted
1
2"
10
SECTION DD
SECTION CC
B
B
A
NEAT LINE PICTORIAL VIEW
A
PICTORIAL VIEW
PICTORIAL VIEW
2.75’
1
2"
Expansion Joint
Varies
(See Plans)
Const. Joint
Permitted
Sidewalk (6’ Std.)
Tactile Surface
Utility Strip (Varies)
Const. Joint
Permitted
1
2"
Expansion Joint
Barrier Wall
2’
-8"
Expansion Joint
1.5’
734"
1012"
1
2"
378"
2’-134"
Sidewalk (5’ Std.)
Varies (See Plans)
rd960rh
SEGMENT
12"
C:
\d\projects\standards\roadway\00400-s\00410-12of25.
dgn
TWO-WAY TRAFFIC (OPPOSING LANE APPROACH)
SECTION AA
Type F Curb & Gutter (2’)
1
2"
Expansion Joint
Barrier Wall
9:
59:
12 AM
1012"
Type F Curb &
Gutter (2’)
PLAN
WITH UTILITY STRIP
6/28/2012
ONE-WAY TRAFFIC (TRAILING END)
LAST
REVISION
07/01/07
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
PLAN
WITHOUT UTILITY STRIP
See Notes Sheet 13
TRANSITION SEGMENTS
WITH ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
SECTION BB
See Notes Sheet 13
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
12
2.75’
B
Sidewalk
2’
-8"
3.5’
1.5’
B
C
7
3 8"
Const. Joint Permitted
A
10
Const. Joint
Permitted
12"
1
2"
A
1.5’
18"x212"
Drainage Slot
C
1012"
WITH OR WITHOUT UTILITY STRIP
SECTION AA
6"
SECTION BB
NEAT LINE PICTORIAL VIEW
Transition Segments Shall Be Doweled Into The
End Of The Barrier Wall In The Following Manner:
Four 1" diameter holes 6" deep on 6" centers
shall be drilled in the end of the barrier and #6
bars 15" long set in an Adhesive Bonded Material
System. The ends of the dowels extending into the
transition segment shall be wrapped with one layer
of 15 lb. Type I asphalt-saturated roofing felt
SECTION CC
NEAT LINE PICTORIAL VIEW
NOTE: Drainage slots shall be located at all low points along
the sidewalk, and, unless otherwise shown in the plans,
slots shall be spaced at intervals not exceeding 50’ in
fill sections and 20’ in cut sections. Slots shall be located
such that only one bar is cut away or deleted in front
and back lines of vertical reinforcement.
with the ends crimped.
SIDEWALK DRAINAGE SLOT FOR
BARRIER WALL (RIGID) (CURB & GUTTER)
When Construction Joints Are Utilized For
Transition Segment Construction The Stem Shall
Be Doweled To The Footing In The Following
Manner:
C:
\d\projects\standards\roadway\00400-s\00410-13of25.
dgn
Five #5 bars 15" long shall be embedded 7"
into the footing. The dowels shall be spaced 15"
on centers with the first dowel located 12"
from the barrier wall. Dowels may be placed
within or adjacent to the keyway.
PICTORIAL VIEW
1
2"
PICTORIAL VIEW
1
2"
Expansion Joint
Sidewalk (5’ Std.)
Expansion Joint
Varies (See Plans)
Varies (See Plans)
Tactile Surface
Tactile Surface
Sidewalk (6’ Std.)
rd960rh
Utility Strip (Varies)
9:
59:
14 AM
Barrier Wall
1
2"
Expansion Joint
Type F Curb & Gutter (2’)
1
2"
Barrier Wall
Expansion Joint
Type F Curb & Gutter (2’)
PLAN
PLAN
WITH UTILITY STRIP
WITHOUT UTILITY STRIP
6/28/2012
RIGHT SIDE SHOWN, LEFT SIDE OPPOSITE HAND
ONE-WAY AND TWO-WAY TRAFFIC (NEAR LANE APPROACH)
LAST
REVISION
00
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
TRANSITION SEGMENT
WITH ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
13
3
4"
Bar 4K @ 8" O.C.
(See Bending Diagram)
Varies
2"
R
R
#4 Bars @ 8" O.C.
2’
-8"
2"
5"
3
1 4"
10" R
#4 Bars @ 8" O.C.
Departure Line
3"
3"
3"
Edge Of Pavement
3"
Beginning Of Barrier Wall
Need And Offset Control Point
1’
-0"
Type F Curb & Gutter
1’
-0"
d
Bicycle Lane
3
4"
2
"
3" 7"
Gutter Line
Face Of Barrier Wall
D
Match Adjacent
Pavt. Slope
2"
Tactile Surface
734"
R
1’
-10"
Begin Concrete Barrier Wall
(Rigid) (Curb & Gutter)
X (Length Of Advancement, Ft.)
Varies
End Of Bridge Rail
Or Other Hazard
That Requires
Shielding
4‰
"
214"
Point Of Departure
1’-6"
#4 Bars @ 8" O.C.
15"
RIGHT SIDE APPROACH SHOWN - LEFT SIDE OPPOSITE HAND
W
FOR HIGH SIDE
NEAR LANE APPROACH
SECTION TT
X (Length Of Advancement, Ft.)
QUANTITIES
Tactile Surface
Departure
Line
Edge Of Pavement
d
Beginning Of Barrier Wall
Bicycle Lane
D
Gutter Line
Face Of Barrier Wall
Type F Curb & Gutter
Need And Offset Control Point
Length*
Of
Barrier
Wall (LF)
W
LF
Class II
Conc.
CY Per
LF
>73’
4’-9"
0.26
29
5’-6"
0.29
32
48’ to 55’
6’-0"
0.31
34
41’ to 47’
6’-6"
0.33
37
36’ to 41’
7’-0"
0.35
39
29’ to 35’
8’-0"
0.38
42
1
4"
3
4"
2
4"
C:
\d\projects\standards\roadway\00400-s\00410-14of25.
dgn
Rein.
Steel
Lbs Per
LF
56’ to 73’
3
4"
3
4"
4‰
"
End Concrete Barrier Wall
(Rigid) (Curb & Gutter)
End Of Bridge Rail
Or Other Hazard
That Requires Shielding
7
R
R
Point Of Departure
= 16 (D-d)
= 45
rd960rh
Note: The minimum length of advancement for
both near and opposing lane approaches is 40’.
d = Distance in feet from near edge of the near
approach traffic lane to the face of barrier
(at offset control point). For left side
hazards on two-way undivided facilities d is
measured from the inside edge of the nearest
opposing traffic lane.
D
7"
2"
1
2"
1
Varies
10" R
3"
#4 Bars @ 8" O.C.
3"
8…" 6"
1’-6"
15"
1’
-0"
undivided facilities D is measured from the
inside edge of the near approach traffic lane.
Bar 4K @ 8" O.C.
(See Bending Diagram)
3"
Length Of Advancement, Ft. (X)
mph
= Distance in feet from near edge of the near
approach traffic lane to back of hazard or
clear zone width whichever is lesser. For left
side hazards and clear zones on two-way
#4 Bars @ 8" O.C.
134"R
3" 7"
D
1’
-3"
Design
Speed
2"
5"
1’
-0"
D
Equation Variables:
2
"
2’
-8"
#4 Bar
3’
-2 ‰
"
WITH OR WITHOUT UTILITY STRIP - UTILITY STRIP SHOWN
- SEE SHEET 10 & 11 FOR APPLICATIONS
1’
-10"
1’
-1112"
OPPOSING LANE APPROACH
#4 Bars @ 8" O.C.
W
BAR 4K
FOR LOW SIDE
BENDING DIAGRAM
SECTION TT
Note: All longitudinal reinforcement No. 4 bars. Shorter segments due to construction or expansion joint shall
be doweled in the manner described for ’Transition Segments’ on Sheet 13.
9:
59:
17 AM
LENGTH OF ADVANCEMENT
Transverse expansion joints are to be constructed at the juncture of wall transitions and curb and gutter, and at
intervals so that spacing will not exceed 100’.
6/28/2012
For barrier wall inlet details see Index No. 219. Inlet extends into bicycle lane 12". Wall to be paid for under
the contract unit price for Shoulder Concrete Barrier Wall (Rigid-Curb & Gutter), LF.
LAST
REVISION
07/01/09
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER) WITH ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
14
End Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
X (Length Of Advancement, Ft.)
Bridge
X (Length Of Advancement, Ft.)
10’ Transition
Sidewalk (5’ Std.)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk (5’ Std.)
Q
Utility Strip (Varies)
Utility Strip (Varies)
Barrier Wall
Type F Curb & Gutter (2’)
Type F Curb & Gutter (2’)
2.5’
Q
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall
(Rigid) (Curb & Gutter)
Departure 25’ Unless
Otherwise Called For In Plans
10’ Transition
Bridge
X (Length Of Advancement, Ft.)
10’ Transition
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk (5’ Std.)
Sidewalk (5’ Std.)
Tactile Surface
Q
Utility Strip (Varies)
Utility Strip (Varies)
Barrier Wall
Type F Curb & Gutter (2’)
2.5’
Type F Curb & Gutter (2’)
Q
ONE-WAY TRAFFIC
BRIDGE END HAZARD
End Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
X (Length Of Advancement, Ft.)
X (Length Of Advancement, Ft.)
10’ Transition
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk Alignment Varies To Suit Conditions Around Hazard
Sidewalk (5’ Std.)
C:
\d\projects\standards\roadway\00400-s\00410-15of25.
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Sidewalk (5’ Std.)
Q
Utility Strip (Varies)
Utility Strip (Varies)
Barrier Wall
Type F Curb & Gutter (2’)
2.5’
Type F Curb & Gutter (2’)
Q
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall
(Rigid) (Curb & Gutter)
Departure 25’ Unless Otherwise
Called For In Plans
X (Length Of Advancement, Ft.)
10’ Transition
10’ Transition
Begin Barrier Wall
(Rigid) (Curb & Gutter)
Sidewalk Alignment Varies To
Suit Conditions Around Hazard
Sidewalk (5’ Std.)
Sidewalk (5’ Std.)
Tactile Surface
Q
rd960rh
Utility Strip (Varies)
Utility Strip (Varies)
Barrier Wall
Type F Curb & Gutter (2’)
2.5’
Type F Curb & Gutter (2’)
Q
9:
59:
19 AM
ONE-WAY TRAFFIC
HAZARD 4’ OR LESS FROM FACE OF CURB
6/28/2012
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
LAST
REVISION
00
REVISIO N
CURB AND GUTTER WITH UTILITY STRIP AND WITHOUT ADJACENT BICYCLE LANE
NOTE:
X=Length of advancement in feet for near and
opposing approach lanes. See Sheet 19.
For locations without utility strips see Sheet 16.
For transition and sidewalk see Sheets 17 & 18
and for sectional details see Sheet 19.
The 2.5’ offsets to toe of barrier wall cannot be
reduced to accommodate hazards; however,
hazards located in the stem of the wall may be
accommodated by the details on Sheets 22 & 23.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
15
Begin Barrier Wall
(Rigid) (Curb & Gutter)
End Barrier Wall
(Rigid) (Curb & Gutter)
Varies
(10’ Min.-20’ Max.)
10’ Transition
X (Length Of Advancement, Ft.)
Bridge
X (Length Of Advancement, Ft.)
10’ Transition
Varies (See Plans)
Sidewalk
(6’ Std.)
Varies
(10’ Min.-20’ Max.)
Tactile Surface
Tactile Surface
Q
Sidewalk
(6’ Std.)
Barrier Wall
Type F Curb & Gutter (2’)
Type F Curb & Gutter (2’)
2.5’
Q
Begin Barrier Wall
(Rigid) (Curb & Gutter)
TWO-WAY TRAFFIC (UNDIVIDED)
End Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
Departure 25’ Unless
Otherwise Called For In Plans
Bridge
X (Length Of Advancement, Ft.)
10’ Transition
Varies
(10’ Min.-20’ Max.)
Varies (See Plans)
Tactile Surface
Sidewalk (6’ Std.)
Q
Sidewalk
(6’ Std.)
Barrier Wall
Type F Curb & Gutter (2’)
Type F Curb & Gutter (2’)
2.5’
Q
ONE-WAY TRAFFIC
BRIDGE END HAZARD
End Barrier Wall
(Rigid) (Curb & Gutter)
Varies
(10’ Min.-20’ Max.)
10’ Transition
X (Length Of Advancement, Ft.)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
X (Length Of Advancement, Ft.)
10’ Transition
Varies
(10’ Min.-20’ Max.)
rd960rh
C:
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Sidewalk Alignment Varies To Suit Conditions Around Hazard
Varies (See Plans)
Sidewalk
(6’ Std.)
Tactile Surface
Tactile Surface
Q
Barrier Wall
Type F Curb & Gutter (2’)
Sidewalk (6’ Std.)
Type F Curb & Gutter (2’)
2.5’
Q
TWO-WAY TRAFFIC (UNDIVIDED)
Begin Barrier Wall
(Rigid) (Curb & Gutter)
End Barrier Wall
(Rigid) (Curb & Gutter)
10’ Transition
Departure 25’ Unless
Otherwise Called
For In Plans
X (Length Of Advancement, Ft.)
10’ Transition
Varies
(10’ Min.-20’ Max.)
Sidewalk Alignment Varies To
Suit Conditions Around Hazard
Varies
(See Plans)
Sidewalk (6’ Std.)
Sidewalk (6’ Std.)
Q
Tactile Surface
Barrier Wall
Type F Curb & Gutter (2’)
2.5’
Type F Curb & Gutter (2’)
Q
NOTE:
X=Length of advancement in feet for near
and opposing approach lanes. See Sheet
19.
9:
59:
21 AM
ONE-WAY TRAFFIC
For locations with utility strips see Sheet
15. For transition and sidewalk see
Sheets 17 & 18 and for sectional details
see Sheet 19.
HAZARD 4’ OR LESS FROM FACE OF CURB
6/28/2012
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
LAST
REVISION
07/01/07
REVISIO N
CURB AND GUTTER WITHOUT UTILITY STRIP AND WITHOUT ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
The 2.5’ offsets to toe of barrier wall
cannot be reduced to accommodate
hazards; however, hazards located in the
stem of the wall may be accommodated by
the detail on Sheets 22 & 23.
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
16
B
See Sheet 19
See Sheet 19
A
B
A
NEAT LINE PICTORIAL VIEW
SEGMENT
PICTORIAL VIEW
3.75’
Expansion
Joint
Varies (See Plans)
Tactile
Surface
1
2"
Expansion
Varies (See Plans)
Joint
Sidewalk (6’ Std.)
3
4"
2’-1
Utility Strip (Varies)
378"
2.5’
734"
2’
-8"
1
2"
Sidewalk (5’ Std.)
PICTORIAL VIEW
1
2"
Barrier Wall
1
2"
Expansion Joint
Type F Curb &
Gutter (2’)
Expansion Joint
Type F Curb &
Gutter (2’)
PLAN
Barrier Wall
12"
Const. Joint
Permitted
Const. Joint
Permitted
WITH UTILITY STRIP
1012"
1012"
PLAN
WITHOUT UTILITY STRIP
SECTION AA
SECTION BB
ONE-WAY TRAFFIC (TRAILING END)
D
C
C
PICTORIAL VIEW
PICTORIAL VIEW
NEAT LINE PICTORIAL VIEW
SEGMENT
3.75’
1
2"
1
2"
Expansion
Joint
Varies
(See Plans)
Sidewalk
(6’ Std.)
Expansion
Joint
Varies
(See Plans)
Tactile Surface
2.5’
0
.
0
2
0
.
0
4
(
0
.
0
2 St
d
.
)
Expansion Joint
1
2"
Expansion Joint
Barrier Wall
Type F Curb &
Gutter (2’)
Type F Curb &
Gutter (2’)
9:
59:
23 AM
Barrier Wall
PLAN
WITH UTILITY STRIP
1.5’
PLAN
WITHOUT UTILITY STRIP
Const. Joint
Permitted
12"
Utility Strip
(Varies)
1
2"
378"
4.5’
2’
-8"
Sidewalk (5’ Std.)
rd960rh
C:
\d\projects\standards\roadway\00400-s\00410-17of25.
dgn
D
1012"
Const. Joint
Permitted
SECTION CC
1012"
SECTION DD
6/28/2012
TWO-WAY TRAFFIC (OPPOSING LANE APPROACH)
LAST
REVISION
07/01/07
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
TRANSITION SEGMENTS WITHOUT ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
17
3.75’
Sidewalk
B
2’
-8"
C
B
A
2.5’
1
2"
18"x2
7
8"
3
4.5’
Drainage Slot
Const. Joint
6"
Permitted
12"
1.5’
1
10 2"
A
C
Const. Joint
1
2"
10
Permitted
WITH OR WITHOUT UTILITY STRIP
NEAT LINE PICTORIAL VIEW
SECTION AA
SECTION BB
NEAT LINE PICTORIAL VIEW
SECTION CC
NOTE: Drainage slots shall be located at all low points along
the sidewalk, and, unless otherwise shown in the plans,
slots shall be spaced at intervals not exceeding 50’ in
fill sections and 20’ in cut sections.
Transition Segments Shall Be Doweled Into The
and back lines of vertical reinforcement.
Manner:
Four 1" diameter holes 6" deep on 6" centers
shall
Slots shall be located
such that only one bar is cut away or deleted in front
End Of The Barrier Wall In The Following
SIDEWALK DRAINAGE SLOT FOR
be drilled in the end of the barrier and
#6 bars 15" long set in an Adhesive Bonded
BARRIER WALL (RIGID) (CURB & GUTTER)
Material System. The ends of the dowels
extending into the transition segment shall be
wrapped with one layer of 15 lb. Type I
asphalt-saturated roofing felt with the ends
crimped.
When Construction Joints Are Utilized For
Transition Segment Construction The Stem
Shall Be Doweled To The Footing In The
Following Manner:
Five #5 bars 15" long shall be embedded
C:
\d\projects\standards\roadway\00400-s\00410-18of25.
dgn
7" into the footing. The dowels shall be
spaced 15" on centers with the first dowel
PICTORIAL VIEW
PICTORIAL VIEW
located 12" from the barrier wall. Dowels
may be placed within or adjacent to the
keyway.
1
2"
Expansion Joint
1
2"
Sidewalk (5’ Std.)
Varies
Expansion Joint
Varies (See Plans)
(See Plans)
Tactile Surface
Utility Strip (Varies)
1
2"
Expansion Joint
Type F Curb & Gutter (2’)
Barrier Wall
1
2"
Expansion Joint
Type F Curb & Gutter (2’)
rd960rh
Barrier Wall
Sidewalk (6’ Std.)
9:
59:
26 AM
PLAN
WITH UTILITY STRIP
PLAN
WITHOUT UTILITY STRIP
RIGHT SIDE SHOWN, LEFT SIDE OPPOSITE HAND
6/28/2012
ONE-WAY AND TWO-WAY TRAFFIC (NEAR LANE APPROACH)
LAST
REVISION
00
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER)
TRANSITION SEGMENT
WITHOUT ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
18
Match Adjacent
Pavt. Slope
2
"
#4 Bars @ 8" O.C.
2’
-8"
Begin Concrete Barrier Wall
(Rigid) (Curb & Gutter)
X (Length Of Advancement, Ft.)
734"
R
1’
-10"
3
4"
End Of Bridge Rail
Or Other Hazard
That Requires Shielding
3
4"R
4‰
"
214"
2"
7"
Varies
#4 Bars @ 8" O.C.
3"
Point Of
Departure
1’
-0"
10"R
Departure Line
3"
Edge Of Pavement
Beginning Of Barrier
Wall Need
Bar 4K @ 8" O.C.
(See Bending Diagram)
2"
Type ’F’ Curb & Gutter
2"
d
Face Of
Barrier Wall
134"R
1’
-0"
D
Offset Control Point
3"
Varies
5"
RIGHT SIDE APPROACH SHOWN - LEFT SIDE OPPOSITE HAND
2’-6"
#4 Bars @ 8" O.C.
15"
NEAR LANE APPROACH
W
End Of Bridge Rail
Or Other Hazard
That Requires Shielding
QUANTITIES
X (Length Of Advancement, Ft.)
Length*
Of
Barrier
Wall (LF)
W
LF
>73’
4’-9"
0.26
29
56’ to 73’
5’-6"
0.29
32
48’ to 55’
6’-0"
0.31
34
41’ to 47’
6’-6"
0.33
37
36’ to 41’
7’-0"
0.35
39
29’ to 35’
8’-0"
0.38
42
Departure Line
d
Type ’F’ Curb & Gutter
s
u
o
u
n
i
t
n
Co
D
Offset Control Point
Face Of
Barrier Wall
Edge Of Pavement
Beginning Of
Barrier Wall Need
Point Of Departure
FOR HIGH SIDE
SECTION QQ
Class II
Rein.
Conc.
Steel
CY Per Lbs Per
LF
LF
214"
4"
734"
3
4"R
3
4"R
WITH OR WITHOUT UTILITY STRIP - UTILITY STRIP SHOWN
Note: The minimum length of advancement
for both near and opposing lane
approaches is 40’.
d= Distance in feet from near edge of the near approach
traffic lane to the face of curb (at offset control
point). For left side hazards on two-way undivided
facilities d is measured from the inside edge of the
nearest opposing traffic lane.
2"
134"R
2’
-8"
1’
-10"
5"
Bar 4K @ 8" O.C.
(See Bending Diagram)
Varies
#4 Bars @ 8" O.C.
10"R
D
3"
3"
7"
8…"6"
2’-6"
15"
1’
-0"
16 (D-d)
= 45
D
#4 Bars @ 8" O.C.
2"
3"
mph
Length Of Advancement, Ft.(X)
2
"
3" 7"
Speed
#4 Bar
112"
Design
D= Distance in feet from near edge of the near approach
traffic lane to back of hazard or clear zone width
whichever is lesser. For left side hazards and clear
zones on two-way undivided facilities D is measured
from the inside edge of the near approach traffic lane.
3’
-2 ‰
"
Equation Variables:
1’
-1112"
SEE SHEET 15 & 16 FOR APPLICATIONS
1’
-3"
C:
\d\projects\standards\roadway\00400-s\00410-19of25.
dgn
OPPOSING LANE APPROACH
4‰
"
End Concrete Barrier Wall
(Rigid) (Curb & Gutter)
#4 Bars @ 8" O.C.
W
BAR 4K
LENGTH OF ADVANCEMENT
rd960rh
BENDING DIAGRAM
FOR LOW SIDE
SECTION QQ
9:
59:
28 AM
Note: All longitudinal reinforcement #4 bars. Shorter segments due to construction or
expansion joint shall be doweled in the manner described for ’Transition Segments’ on Sheet 18.
Transverse expansion joints are to be constructed at the juncture of wall transitions and curb
and gutter, and at intervals so that spacing will not exceed 100’.
6/28/2012
For barrier wall inlet details see Index No. 219. Wall to be paid for under the contract unit
price for Shoulder Concrete Barrier Wall (Rigid-Curb & Gutter), LF.
LAST
REVISION
07/01/09
REVISIO N
CONCRETE BARRIER WALL (RIGID) (CURB & GUTTER) WITHOUT ADJACENT BICYCLE LANE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
19
*
*
125’R
Round Pier Shown
Standard Thrie-Beam Offset Block,
Field Trimmed, See Detail, Right
712"
**
Nom.
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1: 10
512" Nom.
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n
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Po
5" Nom.
FOR USE WITH EITHER
1: 10 OR 1: 15
GUARDRAIL TRANSITIONS
PLAN FOR DESIGN SPEED = 45 MPH
NOTE:
For details at Rigid Hazard see Sheet 21.
STANDARD THRIE-BEAM
OFFSET BLOCK
125’R
*
Round Pier Shown
Standard Thrie-Beam Offset Block,
Field Trimmed, See Detail, Right
(FIELD TRIMMED)
*
**
1: 15
C:
\d\projects\standards\roadway\00400-s\00410-20of25.
dgn
r
o
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lCo
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mi
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a
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7
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7
NOTES
s
r
e
h
s
m Wa
l
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k Of R
c
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PLAN FOR DESIGN SPEED = 50 MPH
Note: For continuous barrier between independent bents or single pier columns see Sheets 21-23.
4.00
’R
125
DISTANCE OFFSETS
ARC
"y" (FT)
LENGTH (FT) "x" (FT)
rd960rh
2.
The barrier wall radial segments are intended for use on
approach and trailing ends of both one-way and two-way
facilities. The guardrail connections shown on this sheet apply
to one-way approaches and to the approaching and trailing
ends of two-lane two-way facilities. On trailing ends of
two-way multilane and one-way facilities the end connection on
Sheet 1 may be used. For walls with normal offsets from
hazards and their guardrail connections, see Sheet 24 & 25.
e
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me As Ab
m,Sa
a
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e
t
s
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9:
59:
30 AM
This wall is intended for use where the wall has bearing
against the hazard; when the length between bent supports or
pier columns exceeds 13’, the affected segments shall be
constructed in accordance with the detail for ’Reinforced
Concrete Barrier Wall (Shoulder)’, ’Section TT’ or ’Section QQ’,
this index. In cases where the barrier wall and slope
pavement or other structure would occupy the same location,
the wall and structure are to be modified as detailed in the
plans.
e
v
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me As Ab
,Sa
n
o
i
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c
n Se
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i
t
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Tr
’
21
4
1.
3. Refer to Index No. 400 for additional guardrail information.
0.06
8
7.99
0.26
12
11.98
0.58
16
15.96
1.02
20
19.91
1.60
21
20.91
1.76
24
23.85
2.30
25
24.83
2.49
Y
4. Wall to be paid for under the contract unit price for Shoulder
Concrete Barrier Wall (Rigid-Shoulder), LF.
X
Note:
Wall may be constructed
in chords having lengths
= 4 feet.
* 12"x12"x14" galvanized steel back-up plate with 58" post bolts (either 14" or 18" long)
and nuts with 58" plain round washers under nuts.
6/28/2012
SHOULDER BARRIER WALL AT ABOVE GROUND RIGID HAZARDS
LAST
REVISION
07/01/05
REVISIO N
WHEN GUARDRAIL OFFSET FROM HAZARD LESS THAN 3’
** Attach thrie-beam terminal connector to shoulder barrier wall with a 21"x12"x58" thrie beam
terminal connector plate and 5-78"x12" long HS hex bolts and nuts with 78" plain round
washers under heads and nuts.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
20
634"
10"
1
1 2"
10"
Const. Joint
3"
Shldr. Pavt.
3
12"
1"
1
1 2"
3"
3"x12" Drain Slot
3
1 4"R
3"
3"
1"
3"
x
When Distance Between Bent Supports
Or Pier Columns Exceeds 13’ See Sheet 22 & 23.
2’-3"
1
"
2
15"
BARRIER WALL AT SQUARE OR RECTANGULAR SHAPED HAZARD
6"
634"
10"
10"
R
7"
125’R
Doweled Joint
10"
R
1 4"R
Shldr. Pavt.
5"
7"
2’
-8"
22"
5"
734"
Expansion Material
3
"R
4
3
"R
4
112"
112"
1
2"
3
7 4"
R
22"
2
3
"
4
R
Located In Front Of
Hazard Face.
2’
-8"
3
4"
2 4"
3
"
4
1
2 4"
3
7 4"
1
Back Of Wall Fillets
Required When Wall
2
Face Of Rigid Hazard
10"
Rigid Hazard
(Bridge Pier Or Pile Shown)
3
4"
Face Of Rigid Hazard
6" Concrete Pad And
Maintenance Apron
TO BE CONST. IN LIEU OF SECTION AA WHEN THRU DRAINAGE REQUIRED
PARTIAL PLAN
SECTION AA
SECTION BB
Face Of Rigid Hazard
3
"
4
7 4"
3
"
4
R
10"
R
1
1 2"
7"
734"
9"
1"
Expansion Material
Shldr. Pavt.
3"
3
1 4" R
125’R
On Line With Or In
Front Of Faces Of
Hazard
10"
2’
-8"
1
2"
22"
5"
A
R
10"
1 "
C
1
2"
3
2 4"
634"
234"
C:
\d\projects\standards\roadway\00400-s\00410-21of25.
dgn
1
B
B
x
3"
When Distance Between Bent Supports
Or Pier Columns Exceeds 13’ See Sheets 22 & 23
12"
C
Doweled Transverse Joint
Other Detail This Index
#4 Bar
9:
59:
33 AM
2’
3"
A
rd960rh
When Back Of Wall Located In
Front Of Hazard Face The
Fillets Are To Be Adjusted
To Maintain Walls Full Bearing
Surface Against Hazard.
Rigid Hazard
(Round Bridge Pier
Or Pile Shown)
BARRIER WALL AT ROUND HAZARD
NOTE:
PARTIAL PLAN
6/28/2012
SECTION CC
All vertical reinforcement #4 bars at 12" centers.
All horizontal reinforcement #5 bars.
LAST
REVISION
07/01/05
REVISIO N
SHOULDER BARRIER WALL AT ABOVE GROUND RIGID HAZARDS WHEN GUARDRAIL OFFSET FROM HAZARD LESS THAN 3’
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
21
Rigid Hazard
(Square Bridge Pier
Or Pile Shown)
12"
1
2"
12"
Doweled Transverse Joint
See ’DETAIL B’ Sheet 2
Expansion
1
2"
Expansion
Material
734"
734"
Material
Reinforced Concrete Barrier Wall
For Applications See Table Below
Extension Of Approach Section ’AA’, ’BB’ Or ’CC’ (Section ’CC’ Shown)
Extension Same As Opposite
(Section ’TT’ Or Section ’QQ’ With Curb & Gutter Approach)
Construct Wall Same As Approach
Treatment Beyond Last Bent Support
Or Pier (Where Guardrail Continues,
Same As Approach Except On One
Way Trailing End Omit Rail
Transition).
When Approach Shielding Is Guardrail And Curb
& Gutter, Construct 13’ (Min.) Of Concrete
Barrier Wall, Section ’TT’ Or Section ’QQ’;
Construct Curb & Gutter Flare At End Of Wall
With Full Height Curb, Index No. 300; And,
Connect Guardrail To Wall With Transition Rails
In Accordance With Sheet Nos. 24 & 25.
’S’ (Span)
TOP VIEW
BARRIER WALL AT SQUARE PIER
Rigid Hazard
(Round Bridge Pier
Or Pile Shown)
When Back Of Wall Located In
Front Of Hazard Face The
Fillets Are To Be Adjusted
To Maintain Walls Full Bearing
Surface Against Hazard.
12"
12"
Doweled Transverse Joint
See ’DETAIL B’ Sheet 2
Expansion Material
1
2"
Expansion Material
7
3
4"
734"
C:
\d\projects\standards\roadway\00400-s\00410-22of25.
dgn
1
2"
When Back Of Wall Located In
Front Of Hazard Face The
Fillets Are To Be Adjusted
To Maintain Walls Full Bearing
Surface Against Hazard.
Reinforced Concrete Barrier Wall
For Applications See Table Below
Extension Of Approach Section ’AA’, ’BB’ Or ’CC’ (Section ’CC’ Shown)
(Section ’TT’ Or Section ’QQ’ With Curb & Gutter Approach)
Extension Same As Opposite
Construct Wall Same As Approach Treatment Beyond Last Bent
Support Or Pier (Where Guardrail Continues, Same As Approach
Except On One Way Trailing End Omit Rail Transition).
When Approach Shielding Is Guardrail And Curb & Gutter, Construct
13’ (Min.) Of Concrete Barrier Wall, Section ’TT’ Or Section ’QQ’;
Construct Curb & Gutter Flare At End Of Wall With Full Height Curb,
Index No. 300; And, Connect Guardrail To Wall With Transition Rails
In Accordance With Sheet Nos. 24 & 25.
’S’ (Span)
TOP VIEW
CONCRETE BARRIER WALL WHEN SPAN BETWEEN BENT SUPPORTS OR PIER COLUMNS EXCEEDS 13’
’S’
’Reinforced Concrete Barrier Wall (Shoulder)’ With Flush Shoulders; Or, Section ’TT’ Or Section
> 13’
6/28/2012
REINFORCED CONCRETE BARRIER WALL APPLICATIONS
Feet
CONCRETE BARRIER WALL WHEN GUARDRAIL OFFSET FROM BENT OR PIER LESS
’QQ’ With Curb & Gutter
Barrier wall footings that conflict with bent or pier foundations shall be modified as described in the plans.
LAST
REVISION
00
REVISIO N
9:
59:
35 AM
rd960rh
BARRIER WALL AT ROUND PIER
THAN 3 FEET OR WHERE WALL STEM ABUTS SUPPORTS OR PIER COLUMN
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
22
1
2"
Expansion
Material (Footing
Isolation Same)
1
2"
a = 4"
a < 4"
6"
(Footing Isolation Same)
a = 3"
Expansion
Material (Footing
Isolation Same)
Expansion Material
6"
1
2"
45
3
4"
Chamfer
Face Of Wall
Toe Of Wall
3
4"
3
4"
Chamfer
3" Chamfer
Chamfer
Face Of Wall
Toe Of Wall
45
a < 3"
Top Of Wall
3" Chamfer
3
4"
Chamfer
C:
\d\projects\standards\roadway\00400-s\00410-23of25.
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TOP VIEWS
’a’ Varies (Circular Or Octagonal Hazard Not More Than 2" In Front Of Face Of Wall).
Applicable To Sections ’AA’ And ’BB’ With Spans Of = 13’, And To Section ’CC’, Sheet No. 21.
Applicable To Other Rigid Walls Of This Index For Spans > 13’ Unless Otherwise Shown In The Plans.
rd960rh
HAZARD PENETRATING STEM OF RIGID CONCRETE BARRIER WALLS
LAST
REVISION
07/01/07
REVISIO N
6/28/2012
9:
59:
37 AM
The details on sheets 22 & 23 are treatments to the F-shape concrete
barrier walls depicted on Sheet Nos. 9 through 19, where site conditions
impose reduced clearances between above ground hazards and the walls.
Bridge bent supports and piers are shown. These treatments are not
applicable to hazards that cannot provide lateral support for the walls.
See the plans for limits of wall sections applied and other associated
wall treatments.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
23
5
8"
Timber Offset
5
8"
Timber Offset
(See Below)
Button Head Bolt, 25" Long
For Timber Post, 24" Long For
Steel Post, With Beam Washer
And Nut With Washer & Beam
Washer (2 Reqd.)
(See Below)
Button Head Bolt,
24" Long For Timber Post,
22" Long For Steel Post,
With Beam Washer And Nut
With Washer & Beam Washer
(2 Reqd.)
NOTE: See Sheet 25 For Locations Of Sections.
Thrie-Beam
Thrie-Beam
*
1’
-9"
3
8"
3
4"
4
5
22"
1934"
22"
22"
19
1934"
Holes
22"
3
4"
Holes
3
4"
3
4"
518"
1934"
Free End
Reinforcement
612"
1’
-9"
*
SECTION BB
SECTION AA
5
8"
Timber Offset
(See Below)
5
8"x17"
Timber Offset
(See Below)
16" Button Head
412"
Button Head
Bolt With Beam Washer And
Nut & Washer (2 Reqd.)
4"
AA & CC
12"x12"x14"
12"x12"x14"
With 34"
With 34" Holes
AA
BB
FOR DOUBLE FACED GUARDRAIL
USING STEEL POSTS
Holes
3
4"
1’
-9"
Holes
Free End
Reinforcement
C:
\d\projects\standards\roadway\00400-s\00410-24of25.
dgn
BB & DD
1
*
1’
-9"
3
4"
*
7
8"
3
FOR DOUBLE FACED GUARDRAIL USING TIMBER
POSTS AND FOR SINGLE FACED GUARDRAIL
USING EITHER TIMBER OR STEEL POSTS
Back-Up Plate
Back-Up Plate
1
4"
5
8"
2
Bolt With Beam Washer And
Nut & Washer (2 Reqd.)
238"
334"
318"
Holes
STANDARD TIMBER OR PLASTIC OFFSET BLOCKS
FIELD TRIMMED
FOR USE AT SECTIONS AA, BB, CC & DD
* Single Thrie-Beam On
Trailing Ends Of Barrier Wall;
Nested Thrie-Beams On
Approaches To Barrier Wall.
Thrie-Beam
Terminal Connector
SECTION CC
SECTION DD
Direction Of Lap
Varies, See Index No. 400, Detail K
(8)
(7)
(6)
(5)
(4)
(3)
(2)
(1)
Shoulder Barrier Wall
m
a
Be
e
i
r
h
dT
e
t
s
"Ne
6
’
2
1
l
e
n
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a
Be
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i
r
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"T
6
’
2
1
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l
a
c
i
p
y
T
s(
l
e
n
m Pa
a
Be
"W6
’
2
wo 1
T
m
a
e Be
i
r
h
T
Wn
o
i
t
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n Se
o
i
t
i
s
n
a
r
T
25’ Thrie-Beam Panel
rd960rh
STANDARD GUARDRAIL APPROACH TO SHOULDER BARRIER
TRANSITION SECTION NOTES
1. The longitudinal dimensions and payment limits shown for median
concrete barrier wall also apply to shoulder concrete barrier walls.
4. Either steel or timber guardrail post may be used, timber posts shown.
9:
59:
39 AM
5. The nested beams shall not be bolted to blocks and posts at posts numbers (1), (3) and (5).
2. W-beam elements do not apply to these transition schemes.
For barrier wall trailing end guardrail connections for one-way lanes,
see Sheet 2.
6/28/2012
3. Where reaming is necessary to fit nested beams the reamed
surfaces shall be metalized in accordance with Section 562 of
the Standard Specifications.
6. On the trailing side of MEDIAN BARRIER WALL, offset blocks may be omitted at posts
numbers (1), (2), (3), (5), (6) and (8). (See Sheet 25)
7. For additional guardrail information refer to Index No. 400.
LAST
REVISION
01/01/11
REVISIO N
GUARDRAIL CONNECTION TO CONCRETE BARRIER WALL APPROACH ENDS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
24
End Measurement For Concrete
Barrier Wall Payment (See Notes)
End Measurement For Guardrail Payment
(No Additional Payment For Beams, Approach Posts Or Accessories.) (See Notes)
Transition Section (See Transition Section Notes)
Double Faced Guardrail
W-Thrie Beam
Transition
Section
12’-6" Thrie-Beam
25’ Thrie-Beam
12’-6" Nested Thrie-Beam For
Traffic Approach To Barrier Wall
6 @ 1’-634"
1
2"
3 @ 3’-1
See Note No. 6
Sheet 24
(8)
(7)
(6)
(5)
(4)
(3)
(2)
714"
Direction Of Lap
A
NOTE: For Section AA, BB, CC and DD
Guardrail and Offset Block Views, See
Sheet 24
B
(1)
A
Single Faced Guardrail
6’-3"
6’-3"
Direction Of Lap
B
Thrie-Beam
Terminal Connector
MEDIAN BARRIER WALL
Direction Of Lap
C
D
D
Thrie-Beam
Terminal Connector
Shoulder Barrier Wall
C
C:
\d\projects\standards\roadway\00400-s\00410-25of25.
dgn
Attach thrie-beam terminal connector to median barrier
wall with 5-78"x15" long HS hex bolts and nuts with
RIGHT SIDE APPROACH ONE-WAY LANES OR RIGHT SIDE APPROACH TWO-LANE TWO-WAY
7
8"
plain round washers under heads and nuts.
Attach to shoulder barrier wall with a 21"x12"x58"
Single Faced Guardrail
thrie-beam terminal connector plate and 5-78"x12"
C
D
long HS hex bolts and nuts with
7
8"
plain round
washers under heads and nuts.
Shoulder Barrier Wall
C
D
C
D
Thrie-Beam
Terminal Connector
Direction Of Lap
LEFT SIDE APPROACH ONE-WAY LANES
rd960rh
Single Faced Guardrail
Shoulder Barrier Wall
9:
59:
42 AM
Thrie-Beam
Terminal Connector
C
D
Direction Of Lap
6/28/2012
LEFT SIDE OF TWO-LANE TWO-WAY (APPROACH FOR FAR LANE)
LAST
REVISION
00
REVISIO N
GUARDRAIL CONNECTION TO CONCRETE BARRIER WALL APPROACH ENDS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
CONCRETE BARRIER WALL
SHEET
NO.
NO.
410
25