Document 2800955

This Pier Protection Barrier has been structurally evaluated to be equivalent or greater in
strength to other safety shape traffic barriers which have been crash tested to NCHRP Report
350 TL-5 criteria. This barrier meets the requirements of the AASHTO LRFD Bridge Design
Specifications for a barrier used for bridge pier protection.
GENERAL NOTES
1. Concrete shallbe Class III or IV unless otherwise called for in the plans. Exposed concrete surfaces
shallhave a Class 3 surface finish in accordance with Section 521 of the Specifications,unless another
finish is called for in the plans. The surfaces shallhave a Class 5 Applied Finished Coating in
accordance with Section 400 only when called for in the plans.
5. On roadways designated for reverse laning,mark alldownstream barrier ends
that are notshielded or outside the clear zone with Type 3 ObjectMarkers.
Include the cost of the ObjectMarker in the cost of the Pier Protection
Barrier.
2. Construct Pier Protection Barrier continuous without transverse contraction or expansion joints.
Transverse construction joints may be used at a spacing greater than or equalto 40’. Provide
longitudinalreinforcing steelcontinuous across construction joints.
6. Payment: Pier Protection Barrier and Crash Wallto be paid for under the
contract unit price for Shoulder Concrete Barrier Wall(Rigid-Shoulder 42"),LF,
or Shoulder Concrete Barrier Wall(Rigid-Shoulder 54"),LF.
3. When the Pier Protection Barrier is installed adjacent to Roadway or Shoulder pavement,compact the
top 12" of the subgrade to at least98% of the maximum density determined by FM 1-T 180,Method D.
7. Provide 3/8 deep crack control V-grooves at 15 to 30 spacing. Locate V-grooves above any joint or
discontinuity in the barrier footing. Align V-Grooves perpendicular to the longitudinal axis of the Pier
Protection Barrier and make continuous across the top surface and both side faces. For slip formed
barriers, score 3/8 V-Grooves while the concrete is still plastic, otherwise pre-form the joints when
stationary forms are utilized.
4. Isolate Barrier WallInlets,Index 218,from Pier Protection Barriers and
Footings with 1"expansion material.
Pier Footing or Column (Typ.),
1’M in.
Round Column shown, rectangular
columns and piles similar
Edge of Pier Footing, Drainage Structure,
Utility, etc. at or above Pier Protection
Barrier Footing (Typ.)
C:
\d\projects\standards\roadway\00400-s\00411-01.
dgn
1’M in.
1’-9" Min.
A
> 2’-0" Preferred
Pier Column or Pile
B
Field bend & shift
54" Pier
10’-9" Min.
42" Pier
Drainage
Bars 5B as shown
4’-0"
Structure,
Overlap
etc.
D
C
Protection Barrier
Protection Barrier
Barrier Gutter Line
Barrier Gutter Line
3" Min.
Barrier Gutter Line
Pier Protection Barrier
Construction Joint
D
6" Min.
permitted (Typ.)
Drainage
A
Footing, Type varies (Typ.)
Structure,
Field bend & shift
Bars 5B as shown
Pier Protection Barrier
Edge of Pier Protection
Pier Footing
(Varies)
etc.
Barrier Footing (Typ.)
rd960rh
C
Front Cantilever Footing
B
SECTION
T Footing
Back Cantilever Footing
10:
02:
07 AM
Front Cantilever Footing
Edge of Traffic Lane
6/28/2012
PLAN VIEW
LAST
REVISION
01/01/12
REVISIO N
PIER PROTECTION BARRIER FOOTING LAYOUT SCHEMATICS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
1
Extended
Design
Beginning of length of need
Speed
PPB
App
r
o
Dep
ac
h
ar
t
ur
eL
i
n
e
Pier or Bent
Inside Setback
=45
= 16 (D-d)
=50
= 13 (D-d)
See Detail ’A’
NOTE:
d
D
Distance
Barrier Gutter Line
Type 3 Object Marker when
X (Length of Advancement) Ft.
mph
Hazard Free, Traversable Slopes
Distance
30’Setback
Back of Pier or Bent
Pier or Bent
Setback Limit
X (Length of Advancement)
Length of Advancement determined from the diagrams and equations shown establishes
the location of the upstream beginning length of need for a Pier Protection Barrier,
Point of Departure
Edge of Traffic Lane
Pier Protection Barrier
however, the Length of Advancement for the combination of Pier Protection Barrier
required (see Index 400,
42" or 54" Pier Protection Barrier - 50’ Min.
General Note No. 21)
and required guardrail can be no less than that required by other details of Index 400.
Guardrail Transition, see Index 410, Sheet 24
(LEFT SIDE OPPOSITE HAND)
Equation Variables:
ONE-WAY TRAFFIC
D = Distance in feet from the near edge of the near approach traffic lane to
either (a) the back of pier, when the pier is located inside the Setback Distance
PPB
Dep
ar
t
ur
e
or (b) the Setback Distance, when the pier extends to or goes beyond the Setback
L
i
n
e
Distance. For left side piers on two-way undivided facilities, D is measured
2.49’ - Design Speed = 45 mph
from the inside edge of the near approach traffic lane.
1.76’ - Design Speed = 50 mph
d
d = Distance in feet from the near edge of the near approach traffic lane to the
Pier Protection Barrier
Pier Protection Barrier gutter line at its intersection with the departure line or
the face of guardrail at its intersection with the departure line.
Barrier Gutter Line
For left side
hazards on two-way undivided facilities, d is measured from the inside edge of
the near approach traffic lane.
Edge of Traffic Lane
DETAIL ’A’
Extended Pier or Bent
(LA) Setback Limit
(RA) Setback Limit
Back of
Pier or Bent
Hazard Free, Traversable Slopes
Hazard Free, Traversable Slopes
PPB
Dep
ar
t
ur
L
e
i
n
e(
RA)
See Detail ’A’ (Typ.)
d
D (
LA)
Distance
Inside Setback Distance
D (
RA)
Pier or Bent
30’Setback
d (
LA)
e
ur
t
ar
Dep
)
PPB
A
L
e(
n
i
L
Barrier Gutter Line
Edge of Traffic Lane
RIGHT APPROACH (RA)
Pier Protection Barrier
(
RA)
X (Length of advancement LA)
Distance
Beginning of length of need (LA)
Beginning of length of need (RA)
X (Length of advancement RA)
30’Setback
C:
\d\projects\standards\roadway\00400-s\00411-02.
dgn
(Guardrail not shown for clarity)
Point of Departure
Guardrail Transition, see
Index 410, Sheet 24 (Typ.)
LEFT APPROACH (LA)
rd960rh
Point of Departure (LA)
42" or 54" Pier Protection Barrier - 50’ Min.
NOTE:
10:
02:
10 AM
See Index 400 for Clear
TWO-LANE TWO-WAY TRAFFIC
Zone and Horizontal Clearance
Length of Advancement Diagrams.
PPB = Pier Protection Barrier
LAST
REVISION
07/01/09
REVISIO N
6/28/2012
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH GUARDRAIL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
2
Extended
Beginning of length of need
Hazard Free, Traversable Slopes
Distance
D
30’Setback
Back of Pier or Bent
Pier or Bent
Setback Limit
X (Length of Advancement)
Pier or Bent
Inside Setback
Distance
PPB
App
r
o
Dep
ac
h
ar
t
ur
eL
i
n
e
Type 3 Object Marker when
Concrete Barrier Wall, see Index 410
d
Barrier Gutter Line
Edge of Traffic Lane
Pier Protection Barrier
Point of Departure
required (see Index 400,
42" or 54" Pier Protection Barrier - 50’ Min.
General Note No. 21)
32" Concrete Barrier Wall, See Index 410
(LEFT SIDE OPPOSITE HAND)
Hazard Free, Traversable Slopes
PPB
Dep
ar
t
ur
L
i
e
n
e(
RA)
d
D (
LA)
Distance
Inside Setback Distance
D (
RA)
Pier or Bent
30’Setback
Concrete Barrier Wall, see Index 410
d (
LA)
C:
\d\projects\standards\roadway\00400-s\00411-03.
dgn
Hazard Free, Traversable Slopes
e
ur
t
ar
Dep
)
PPB
A
L
e(
n
i
L
(RA) Setback Limit
Pier or Bent
Barrier Gutter Line
Edge of Traffic Lane
(
RA)
(LA) Setback Limit
Back of
Distance
X (Length of Advancement LA)
Beginning of length of need (RA)
X (Length of Advancement RA)
30’Setback
Beginning of length of need (LA)
Extended Pier or Bent
ONE-WAY TRAFFIC
Concrete Barrier Wall, see Index 410
Point of Departure
Pier Protection Barrier
RIGHT APPROACH (RA)
Point of Departure (LA)
LEFT APPROACH (LA)
32" Concrete Barrier Wall, See Index 410
42" or 54" Pier Protection Barrier - 50’ Min.
32" Concrete Barrier Wall, See Index 410
TWO-LANE TWO-WAY TRAFFIC
rd960rh
NOTES:
See Index 400 for Clear
Zone and Horizontal Clearance
Length of Advancement Diagrams.
10:
02:
12 AM
PPB = Pier Protection Barrier
See Notes on Sheet 2.
LAST
REVISION
07/01/06
REVISIO N
6/28/2012
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CONCRETE BARRIER WALL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
3
Extended
Beginning of length of need
Hazard Free, Traversable Slopes
Pier or Bent
See Detail ’B’
Inside Setback
Distance
Crash Wall
PPB
App
r
o
ac
hD
epa
r
t
ur
eL
i
n
e
d
D
Distance
30’Setback
Back of Pier or Bent
Pier or Bent
Setback Limit
X (Length of
Advancement)
Type 3 Object Marker when
Edge of Traffic Lane
Pier Protection Barrier
Point of Departure
required (see Index 400,
Guardrail Transition,
Barrier Gutter Line
General Note No. 21)
PPB
De
par
t
ur
eL
i
n
e
see Index 410, Sheet 24
42" or 54" Pier Protection
Barrier with Crash Walls - 50’ Min.
Pier or
(LEFT SIDE OPPOSITE HAND)
Crash Wall
’
7
Bent
M
.
in
ONE-WAY TRAFFIC
Pier Footing
2.49’ - Design Speed = 45 mph
45
d
1.76’ - Design Speed = 50 mph
2’
Pier Protection Barrier
Barrier Gutter Line
Edge of Traffic Lane
DETAIL ’B’
(Guardrail not shown for clarity)
(RA) Setback
Pier or Bent
Limit
Hazard Free, Traversable Slopes
Crash Wall (Typ.)
See Detail ’B’ (Typ.)
d
D (
RA)
D (
LA)
Inside Setback Distance
Distance
30’Setback
d
PPB
(
LA)
Pier or Bent
Hazard Free, Traversable Slopes
Barrier Gutter Line
(
RA)
(LA) Setback Limit
Back of
Distance
X (Length of
Advancement LA)
A)
L
e(
n
i
eL
ur
t
r
a
p
De
of need (RA)
Advancement RA)
30’Setback
Extended Pier
of need (LA)
or Bent
C:
\d\projects\standards\roadway\00400-s\00411-04.
dgn
Beginning of length
X (Length of
Beginning of length
PPB
Dep
ar
t
ur
e
L
i
n
e(
RA)
Edge Of Traffic Lane
RIGHT APPROACH (RA)
Guardrail Transition, see
Barrier
Index 410, Sheet 24 (Typ.)
Point of Departure
LEFT APPROACH (LA)
rd960rh
Point of Departure (LA)
Pier Protection
NOTES:
See Index 400 for Clear
10:
02:
14 AM
42" or 54" Pier Protection Barrier with Crash Walls - 50’ Min.
Zone and Horizontal Clearance
Length of Advancement Diagrams.
PPB = Pier Protection Barrier
TWO-LANE TWO-WAY TRAFFIC
6/28/2012
See Notes on Sheet 2.
LAST
REVISION
07/01/09
REVISIO N
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CRASH WALL AND GUARDRAIL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
4
Extended
Beginning of length of need
Pier or Bent
Crash Wall
PPB
App
r
o
ac
De
h
par
t
ur
eL
i
n
e
Inside Setback
Distance
d
Hazard Free, Traversable Slopes
Distance
D
30’Setback
Back of Pier or Bent
Pier or Bent
Setback Limit
X (Length of
Advancement)
Barrier Gutter Line
Pier Protection Barrier
Type 3 Object Marker when
42" or 54" Pier Protection
required (see Index 400,
Edge of Traffic Lane
Point of Departure
32" Concrete Barrier Wall, See Index 410
Barrier with Crash
General Note No. 21)
Walls - 50’ Min.
(LEFT SIDE OPPOSITE HAND)
ONE-WAY TRAFFIC
Beginning of length
Beginning of length
Back of Pier
(RA) Setback Limit
or Bent
Hazard Free, Traversable Slopes
D (
LA)
d
Setback Distance
Barrier Gutter Line
Edge of Traffic Lane
Concrete Barrier Wall,
PPB
Dep
ar
t
ur
L
e
i
n
e(
RA)
d
Crash Wall (Typ.)
Pier or Bent Inside
(
RA)
e
ur
t
par
De
)
PPB
A
L
e(
n
i
L
(
LA)
Distance
30’Setback
Traversable Slopes
D (
RA)
C:
\d\projects\standards\roadway\00400-s\00411-05.
dgn
Hazard Free,
Distance
(LA) Setback Limit
of need (RA)
Advancement RA)
30’Setback
X (Length of
Advancement LA)
Extended
of need (LA)
Pier or Bent
X (Length of
Pier Protection Barrier
Point of Departure (RA)
Point of Departure (LA)
Concrete Barrier Wall,
See Index 410
RIGHT APPROACH (RA)
see Index 410
LEFT APPROACH (LA)
32" Concrete Barrier Wall, See Index 410
42" or 54" Pier Protection Barrier with Crash Walls - 50’ Min.
32" Concrete Barrier Wall, See Index 410
TWO-LANE TWO-WAY TRAFFIC
rd960rh
NOTES:
See Index 400 for Clear
Zone and Horizontal Clearance
Length of Advancement Diagrams.
10:
02:
17 AM
PPB = Pier Protection Barrier
See Notes on Sheet 2.
6/28/2012
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CRASH WALL
LAST
REVISION
07/01/06
REVISIO N
AND CONCRETE BARRIER WALL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
5
NOTES
* »¿12"x12"x˘" galvanized steel back-up plate with ˘" post bolts (e
»¿17" or 21" long) and nuts with ˘" plain round washers under n
**
Crash Wall (when
Attach thrie-beam terminal connector to Pier Protection Barrier with
1. The Pier Protection Barrier radial segments are
called for in Plans)
intended for use on approach and trailing ends of
E
»¿a 21"x12"x˘" thrie-beam terminal connector plate and 5-˘
*
»¿long HS hex bolts and nuts with ˘" plain round washers u
heads and nuts.
*
125’R
Thrie-Beam
D
Standard Thrie-Beam Offset Block,
both one-way and two-way facilities. The guardrail
field trimmed, see Detail
connections shown on this sheet apply to one-way
approaches and to the approaching and trailing ends
45
42" or 54" PPB
Terminal Connector
of two-lane two-way facilities. On trailing ends of
two-way multilane and one-way facilities the end
**
connection on Index 410, Sheet 2 may be used.
1:10
t
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me
y
a
Bp
r PP
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m Wa
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"
9
’
1
1
’
5
2
Barrier
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db
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p
s
Gutter Line
x
7b" nom.
D
Crash Wall (when
E
called for in Plans)
Thrie-Beam
125’R
D
5b" nom.
field trimmed, see Detail
42" or 54" PPB
*
guardrail information.
ARC
DISTANCE
OFFSETS "y"
LENGTH (Ft.)
"x" (Ft.)
"y" (Ft.)
4
4.00
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
Standard Thrie-Beam Offset Block,
*
Terminal Connector
**
22"
» ¿1
PLAN FOR DESIGN SPEED = 45 MPH
2. Refer to Index No. 400 Detail J for additional
45
5" nom.
’R
125
l
a
n
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For guardrail connections, see Index 410, Sheet 20.
Y
X
Note:
Barrier may be
constructed in
chords having
lengths =4 feet.
FOR USE WITH EITHER
1:10 OR 1:15
1:15
t
n
me
y
a
p
l
i
a
r PPB
fr
o
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Be
"
7
’
7
Barrier
’
1
2
Gutter Line
GUARDRAIL TRANSITIONS
e
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me a
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m,s
a
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STANDARD THRIE-BEAM
OFFSET BLOCK
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(FIELD TRIMMED)
D
C:
\d\projects\standards\roadway\00400-s\00411-06.
dgn
PLAN FOR DESIGN SPEED = 50 MPH
FLARED END TREATMENT - PIER PROTECTION BARRIER WITH GUARDRAIL CONTINUATION
42" or 54" PPB
32" Concrete Barrier Wall, See Index 410
Crash Wall (when
F
called for in Plans)
D
3’ Taper
45
Barrier
D
PLAN
F
Gutter Line
6’-8" (42" PPB)
14’-8" (54" PPB)
Construction Joint permitted
rd960rh
42" or 54" PPB
Extend 32" Concrete Barrier Wall & supporting footing horizontal
reinforcing 3’ into 42" or 54" Pier Protection Barrier (Typ.)
10:
02:
19 AM
32" Concrete Barrier Wall, See Index 410
NOTE:
PPB = Pier Protection Barrier.
6/28/2012
ELEVATION
LAST
REVISION
07/01/06
REVISIO N
END TREATMENT - PIER PROTECTION BARRIER WITH CONCRETE BARRIER WALL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
6
1’-1b"
»¿ Thrie-Beam Guardrail
1’-1b"
¡ Thrie-Beam
Guardrail Bolts
»¿
Bars 8S & 5B (Bottom)
D
Field Cut
of Bars 5V
# Bars 5V (Typ.)
Transition Bars 5P Field
Rotate Transition
Cut & Lap Splice (Typ.
End Bars 5V
Unless Otherwise Noted)
E
»¿6
Bars 5P as required
1’
-1b "
1’
-6b "
125’R
1’
-1b "
Bar
5P
D
Bars 8T2 &
Field Bend Bar 5B
5B (Bottom)
(Bottom) as required
Bars 5V @ 8" sp. (max.)
Barrier
Begin or
Gutter Line
End PPB
3 sp. @ 7"
1’-1"
5"
5"
1’
-6b "
125’R
D
E
# Bundle 1 set
Bars 8S
Barrier
Begin or
or 8T1
Gutter Line
End PPB
»¿
Bars 5P @ 8" sp. (max.)
= 1’-9"
E
6’-8" (Top Transition) 42" Pier Protection Barrier (shown)
6’-8" (Top Transition) 42" Pier Protection Barrier (shown)
14’-8" (Top Transition) 54" Pier Protection Barrier (similar)
14’-8" (Top Transition) 54" Pier Protection Barrier (similar)
PLAN
# Rotate Bars 5V as shown
to maintain clearance.
(Showing Bars 5V, 8S, 5B & 8T2)
(Showing Transition Bars 5P and Bars 8S & 8T1)
END TRANSITION AND TAPERED TOE DETAILS - PIER PROTECTION BARRIER WITH GUARDRAIL CONTINUATION
Begin Bars 5R
Begin or End PPB
Bars 5R @
9’-3"–
6’-8" (42" Pier Protection Barrier) (shown)
NOTE:
placed with Bars 5P
14’-8" (54" Pier Protection Barrier) (similar)
Lap Bars 8T1 and 8T2
Bars 8T1
1’-1b"
42" PPB (shown)
Barrier Wall continuation)
54" PPB (similar)
10"
as required
Bars 8T1
Bolts (omit with Concrete
Begin or End PPB
NOTES:
1.
See Sheet 9 for Footing Details.
2.
See Sheet 8 for Cross Sections.
ESTIMATED 42" PPB QUANTITIES
ITEM
Bars 8S
Concrete
2’
-8"
3’
-6" (
42" PPB) (
shown)
Bars 8S
4’
-6" (
54" PPB) (
sim ilar)
Bars 5P
1’
-10"
Field Bend Bars
min. Lap Splice).
to clear Bars 8T1
E or F
»¿ Thrie-Beam Guar
with Bars 8S (4’-0"
Shift Bars 5P vertically
C:
\d\projects\standards\roadway\00400-s\00411-07.
dgn
3"
5’-0" (Tapered Toe)
PLAN
Bar 5R
»¿6
D
5’-0" (Tapered Toe)
8" sp. (max.)
E
Bar 8T2
Bar 8T2
or 8S
or 8S
Bars
UNIT
QUANTITY
CY/LF
0.141
LB/LF
33.10
Reinforcing Steel
(w/out Bars 5V)
ESTIMATED 54" PPB QUANTITIES
ITEM
5V
Concrete
UNIT
QUANTITY
CY/LF
0.172
LB/LF
48.74
rd960rh
Reinforcing Steel
(w/out Bars 5V)
Transition Bars 5P
Omit Tapered Toe with Concrete
10:
02:
21 AM
Field Cut & Lap Splice
Barrier Wall Continuation
Bundle 1 set
of Bars 5V
Field cut
End Bars 5V
E or F
PARTIAL ELEVATION - 54" PPB DETAIL
ELEVATION - BARRIER END TRANSITION - 42" PPB (shown); 54" PPB (similar)
NOTE:
PPB = Pier Protection Barrier.
6/28/2012
(Guardrail and back leg of Stirrups not shown for clarity)
LAST
REVISION
07/01/06
REVISIO N
END TRANSITION DETAILS - PIER PROTECTION BARRIER WITH GUARDRAIL OR CONCRETE BARRIER WALL CONTINUATION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
7
P
5
7’-6"
R
5
6’-7"
S
8
As Reqd.
42" PPB T1 & T2
8
13’-0"
54" PPB T1 & T2
8
21’-0"
V
5
9’-2"
1. All bar dimensions in the bending diagrams are out to out.
NOTES:
2. Bars 8S may be continuous or spliced at the construction
1.
See Sheet 9 for Footing Details.
2.
See Sheet 7 for bar spacings and details
joints. Lap splices for Bars 8S shall be a minimum of 4’-0".
3. The Contractor may utilize Welded Wire Reinforcement when
1’-6b"
5"
approved by the Engineer. Welded Wire Reinforcement shall
conform to ASTM A497.
1’-6b"
NOTE: PPB = Pier Protection Barrier
»¿
Barrier
5"
»¿
Bars 5P
@ 8" Sp.
3"
3"
4’
-6"
7b "
(Typ.)
7b "
(within Flared End Treatments)
(Typ.)
7b "
& Discard
2’
-8"
Field Cut
@ 8" Sp.
Bars 8S
Bars 8S
3’
-6"
Varies (
Field Cut to
# # Varies
’R
125
BARS 8S
m aintain cover, 10" m ax.
)
to maintain a 2’-0" min. lap.
Bars 5R
» ¿
» ¿ » ¿
@ 8" Sp.
BARS 8S
»¿
1’
-0"
Bars 5P
Length as Required
## Vary Field Cut from 7" to 1’-0"
»¿1
»¿1
Gutter Line
CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS
L
e
d
n
e
g
r
i
t
u
ha
q
s Re
»¿
Barrier
Gutter Line
within End Transitions.
4b "
LENGTH
7b "
SIZE
1’
-0"
MARK
REINFORCING STEEL NOTES:
2’
-8"
BILL OF REINFORCING STEEL
2" Cl.
2" Cl.
(Typ.)
(Typ.)
"
2
’
6
7"
Bars 5V
8"
@ 8" Sp.
3"
3"
= 5 for Bars 8T2
@ 8" Sp.
8"
6’-2" (42" PPB)
10
"R
Bars 5V
7"
= 8 for Bars 8T1
14’-6" (54" PPB)
Bars 8T2
# # Varies
Bars 8T1
10
"R
4’-10"
TRANSITION STIRRUP BARS 5P
Shoulder
To Be Field Cut (10 of each
TRANSITION BARS 8T1 & 8T2
10"
Contractor’s
Const. Joint Required
Footing
or Fill (see Plans)
Const. Joint Required
Fill (see Plans)
SECTION D-D
SECTION D-D
TYPICAL SECTION THRU
TYPICAL SECTION THRU
42" PIER PROTECTION BARRIER
54" PIER PROTECTION BARRIER
5
"
required per Railing End Transition)
Shoulder Pavement
Footing
Pavement or
»¿
45
1’-6b"
1’-1b"
1
’
-5
"
»¿
»¿
Barrier
»¿
»¿1
»¿1
Gutter Line
5"
»¿
»¿ Thrie-
Barrier
» ¿
» ¿
» ¿
» ¿
Bars 8S (Typ. Unless
2
"Cl
.
Otherwise Noted)
2b "
2b "
1’
-10"
Transition Bars 5P
2’
-8"
4’
-2"
2’
-8"
3’
-0"
2’
-4"
5430’
Bars 8T1
Bars 8T1
Guardrail Bolts
3’
-3"
C:
\d\projects\standards\roadway\00400-s\00411-08.
dgn
option
»¿
Transition Bars 5P
Bars 5V
2
"Cl
.(
To
p
& Fr
o
n
t
)
Bars 8S (Typ. Unless
Otherwise Noted)
10
"R
(
Ty
p
.
)
Cl. varies to Bars
Gutter Line
5P & 5V back
Bars 5V
8"
7"
to maintain cover
5b"
Bar 8T2
1’-2b"
10:
02:
24 AM
Bars 5V
STIRRUP BAR 5P
STIRRUP
BAR 5R
STIRRUP BAR 5V
Field Cut
3"
rd960rh
Field cut End
Field Bend Bar 5V
6b"
END STIRRUP BAR 5V
Shoulder
To Be Field Cut
(Two required per
Pavement or
Const. Joint Required
or Fill (see Plans)
Footing
Const. Joint Required
Fill (see Plans)
Barrier End Transition
6/28/2012
Shoulder Pavement
Footing
w/ Tapered Toe)
END VIEW E-E
END VIEW F-F
(with Tapered Toe)
(without Tapered Toe)
REVISION
07/01/07
REVISIO N
BARRIER DETAILS
LAST
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
8
7’-0"
1’-6b"
7’-0"
»¿2’-
5’-5b"
1’-6b"
»¿2’-
Barrier Gutter Line
Expanded Shoulder
Expanded Shoulder
Varies (6’-0" Min.)
2"
Bars 5V @ 8" sp.
Varies (3’-0" Min.)
Barrier Gutter Line
2"
Bars 5V @ 8" sp.
(Typ.)
(Typ.)
42" or 54" Pier Protection Barrier
Shoulder
42" or 54" Pier Protection Barrier
Shoulder
Spacing
Const. Joint Required
Pavement or
Const. Joint Required
Pavement or
Bars 5B
Fill (see Plans)
Fill (see Plans)
Spacing Bars 5B
Slope
3"
Bars 5B (Typ.)
Bars 5U @ 6" sp.
Varies
10"
1’
-4"
Varies
10"
1’
-4"
3"
Slope
Bars 5B (Typ.)
Bars 5B (Typ.)
Bars 5B (Typ.)
See Plans for actual
1’
-0"
Utility, etc. if present.
1’
-0"
Drainage Structure,
locations and
configurations
3" Lip (See Note 1)
Spacing
Optional Const.
3" Cover (Bottom)
Bottom of Spread Footing
Joint (See Note 1)
2" Cover (Top & Sides)
(Level Transversely)
1’-9"
5 sp. @ 1’-0" = 5’-0"
Bars 5A @ 6" sp.
Spacing
3"
3"
3" Cover (Bottom)
Const. Joint
Bottom of Spread Footing
2" Cover (Top & Sides)
Permitted
(Level Transversely)
2 sp. @ 1’-0" = 2’-0"
2’-6"
2 sp. @ 1’-0" = 2’-0"
3"
Bars 5B
Bars 5B
SECTION A-A TYPICAL SECTION THRU BACK CANTILEVER FOOTING
SECTION B-B TYPICAL SECTION THRU T FOOTING
BILL OF REINFORCING STEEL
7’-0"
REINFORCING STEEL NOTES:
1. All bar dimensions in the bending diagrams are out to out.
5’-5b"
1’-6b"
Expanded Shoulder
MARK
SIZE
LENGTH
A
5
6’-8"
B
5
As Reqd.
U
5
14’-0"
C:
\d\projects\standards\roadway\00400-s\00411-09.
dgn
Varies (2’-0" Min.)
Barrier Gutter Line
2. Lap splices for Bars 5B shall be a minimum of 2’-2".
3. The Contractor may use Welded Wire Reinforcement when
approved by the Engineer. Welded Wire Reinforcement
2"
shall conform to ASTM A 497.
(Typ.)
Bars 5V @ 8" sp.
CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS
42" or 54" Pier Protection Barrier
Const. Joint Required
5A
6’-8"
6’-8"
Spacing
Shoulder Pavement
Bars 5B
5B
or Fill (see Plans)
Length as Required
7"
Slope
3"
Varies
1’
-4"
10"
Bars 5B (Typ.)
’R
125
BARS 5A & 5B
L
e
d
n
e
g
r
i
t
u
ha
q
s Re
BARS U
For Bars 5V see
Bending Diagram
Bars 5B (Typ.)
Bars 5U @ 6" sp.
Sheet 8.
BARS 5B
(within Flared End Treatments)
rd960rh
1’
-0"
Drainage Structure,
Utility, etc. if present.
ESTIMATED BARRIER FOOTING QUANTITIES
See Plans for actual
locations and
ITEM
UNIT
QUANTITY
configurations
10:
02:
26 AM
Bottom of Spread Footing
(Level Transversely)
3" Cover (Bottom)
2" Cover (Top & Sides)
Optional Const.
3" Lip (See Note 1)
Joint (See Note 1)
Concrete
CY/LF
0.335
Reinforcing Steel (w/ Bars 5V) Cantilever Footing
LB/LF
64.32
Reinforcing Steel (w/ Bars 5V) T Footing
LB/LF
63.01
NOTES:
3"
5 sp. @ 1’-0" = 5’-0"
1’-9"
Spacing
1. Provide 3" lip when optional construction joint is used. Omit 3" lip adjacent to Barrier Wall Inlets and
as required to provide 2" min. clear between Cantilever Footing and adjacent Pier Footing or Column.
Bars 5B
2. See Sheets 7 & 8 for Barrier Details.
6/28/2012
SECTION C-C TYPICAL SECTION THRU FRONT CANTILEVER FOOTING
LAST
REVISION
07/01/07
REVISIO N
BARRIER FOOTING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
NO.
411
SHEET
NO.
9
CONVENTIONAL REINFORCING STEEL BENDING DIAGRAMS
BILL OF REINFORCING STEEL
Length as Required
H
7"
Field bend and shift Bars 5B
in Crash Wall Footing to lap
MARK
SIZE
LENGTH
B
5
As Reqd.
C
5
6’-4" / 7’-4"
E
5
4’-8"
U
5
11’-0"
6’-8"
Crash Wall Footing
2’-0" min. with Bars 5B in
BARS U
BARS 5B
Barrier Footing (Typ.)
REINFORCING STEEL NOTES:
2’-8"
1’
-0"
Barrier Footing
PPB
De
par
t
ur
e
L
i
n
e
diagrams are out to out.
2. Lap splices for Bars 5B shall be a
5’-4"
42" PPB
6’-4"
54" PPB
1’
-0"
G
(type varies)
1. All bar dimensions in the bending
minimum of 2’-2".
3. The Contractor may use Welded Wire
Reinforcement when approved by the
Engineer. Welded Wire Reinforcement
BARS 5C
BARS 5E
shall conform to ASTM A 497.
H
Field cut, rotate and shift Bars 5A
UNIT
QUANTITY
Concrete (Footing)
CY/LF
0.260
Concrete (42" Crash Wall)
CY/LF
0.389
Concrete (54" Crash Wall)
CY/LF
0.500
Reinforcing Steel (42" Crash Wall)
LB/LF
66.06
Reinforcing Steel (54" Crash Wall)
LB/LF
70.23
S
4
2
"
45
ITEM
e
e
o
r
& 5U in Footings as shown (Typ.)
5
4
P
"
la
C
n
r
s
a
s
f
h
o
r
W
le
a
ll
n
g
*
th
ESTIMATED CRASH WALL & FOOTING QUANTITIES
NOTES:
1. Provide 3" lip when optional construction joint is used.
2.
See Sheet 8 for Barrier Details and Sheet 9 for Barrier Footing details.
32" Concrete Barrier Wall
3’-0"
4’-0"
4"
PLAN VIEW
7’-0"
(
54" PPB)
42" or 54" Pier Protection Barrier
(
42" PPB)
Barrier Gutter Line
(
54" PPB)
(
42" PPB)
G
Field bend Bars 5B in Crash Wall
to extend 2’-0" min. into PPB (Typ.)
(Concrete Barrier Wall Continuation shown, Guardrail Continuation similar)
Bars 5E placed
rd960rh
Bars 5B
1’
-0" –
3" Lip (See Note 1)
10:
02:
28 AM
Field trim Bars 5C
42" or 54" Crash Wall *
Protection Barrier
See Plans for length
Optional Construction
Joint (See Note 1)
and bend Bars 5B
locally as required
Spacing
to maintain cover (Typ.)
VIEW G-G
Bars 5U @ 6" sp.
* Match height of adjacent
Bars 5B (Typ.)
1’
-0"
Spacing
Slope of Shoulder
42" or 54" Pier
Bars 5B (Typ.)
3"
2’
-8"
2’
-8"
Match Cross
Bars 5C @ 1’-0" sp.
Construction
Joint permitted
1’
-4"
Slope of Shoulder
1’
-0" –
4’
-6" *
3’
-6" *
Match Cross
5 Sp. @
3’-8"
(Typ.)
4 Sp. @
1’-8"
(54" Pier Protection Barrier)
10" (
42" PPB) (
Typ.
)
(42" Pier Protection Barrier)
2" Cover
1’
-10" (
54" PPB) (
Typ.
)
C:
\d\projects\standards\roadway\00400-s\00411-10.
dgn
with Bars 5C
3" Cover (Bottom)
Bottom of
2" Cover (Top & sides)
Spread Footing
2 Sp. @ 1’-0"
3 Sp. @ 1’-0"
3"
Bars 5B
SECTION H-H
NOTE:
6/28/2012
Pier Protection Barrier
PPB = Pier Protection Barrier
LAST
REVISION
07/01/07
REVISIO N
CRASH WALL & FOOTING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
PIER PROTECTION BARRIER
SHEET
NO.
NO.
411
10