411 07/01/06 1 of 10 REVISIONS

REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
1 of 10
Index No.
411
Extended
Pier or Bent
Setback Limit
X (Length Of Advancement)
Design
Speed
Beginning Of Length Of Need
Back Of Pier or Bent
Hazard Free, Traversable Slopes
Pier or Bent
Inside Setback
Distance
45
= 16 (D-d)
50
= 13 (D-d)
See Detail ’A’
D
Distance
NOTE:
d
30’ Setback
X (Length Of Advancement) Ft.
mph
Barrier Gutter Line
Length of Advancement determined from the diagrams and equations shown establishes the location of
Type 3 Object Marker When
Edge Of Traffic Line
Pier Protection Barrier
Required (See Index 400,
the upstream beginning length of need for a Pier Protection Barrier, however, the Length of
Point Of Departure
Advancement for the combination of Pier Protection Barrier and required guardrail can be no less
42" or 54" Pier Protection Barrier - 50’ Min.
General Note No. 21)
Guardrail Transition, See Index 410, Sheet 20
than that required by other details of Index 400.
(LEFT SIDE OPPOSITE HAND)
ONE-WAY TRAFFIC
Equation Variables:
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 or (b) the Setback Distance, when the
PPB
pier extends to or goes beyond the Setback Distance. For left side piers on two-way undivided
De
par
ture
facilities, D is measured from the inside edge of the near approach traffic lane.
Lin
e
d = Distance in feet from the near edge of the near approach traffic lane to the Pier Protection
d
Barrier gutter line at its intersection with the departure line or the face of guardrail at its
Pier Protection Barrier
intersection with the departure line. For left side hazards on two-way undivided facilities, d is
Barrier Gutter Line
measured from the inside edge of the near approach traffic lane.
Edge Of Traffic Lane
DETAIL ’A’
(Guardrail not shown for clarity)
X (Length Of Advancement RA)
D (LA)
Distance
30’ Setback
d (LA)
De
e L
tur
par
B
PP
Pier or Bent
Inside Setback
Distance
Hazard Free, Traversable Slopes
See Detail ’A’ (Typ.)
d
)
(LA
ine
D (RA)
Hazard Free, Traversable Slopes
Barrier Gutter Line
Edge Of Traffic Lane
Pier Protection Barrier
(RA)
X (Length Of Advancement LA)
Beginning Of Length Of Need (RA)
Back Of Pier or Bent
Distance
Beginning Of Length Of Need (LA)
(RA) Setback Limit
30’ Setback
Extended Pier or Bent
(LA) Setback Limit
Point Of Departure
RIGHT APPROACH (RA)
Point Of Departure (LA)
LEFT APPROACH (LA)
42" or 54" Pier Protection Barrier - 50’ Min.
NOTE:
See Index 400 for Clear
TWO-LANE TWO-WAY TRAFFIC
Zone and Horizontal Clearance
Length of Advancement Diagrams.
PPB = Pier Protection Barrier
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH GUARDRAIL CONTINUATION
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
2 of 10
Index No.
411
Extended
Pier or Bent
Setback Limit
X (Length Of Advancement)
Beginning Of Length Of Need
Hazard Free, Traversable Slopes
PPB
Ap
pro
De
ach
par
ture
Lin
e
Pier or Bent
Inside Setback
Distance
D
Distance
Barrier Gutter Line
d
30’ Setback
Back Of Pier or Bent
Type 3 Object Marker When
Edge Of Traffic Lane
Pier Protection Barrier
Point Of Departure
Required (See Index 400,
42" or 54" Pier Protection Barrier - 50’ Min.
32" Concrete Barrier Wall, See Index 410
General Note No. 21)
(LEFT SIDE OPPOSITE HAND)
ONE-WAY TRAFFIC
X (Length Of Advancement RA)
D
D (LA)
Distance
d (LA)
)
A
e (L
Lin
30’ Setback
PPB
Pier or Bent
Inside Setback Distance
Barrier Gutter Line
Hazard Free, Traversable Slopes
PPB
De
par
ture
e (R
A)
Lin
d
ture
r
epa
D (RA)
Hazard Free, Traversable Slopes
Edge Of Traffic Lane
Pier Protection Barrier
(RA)
X (Length Of Advancement LA)
Beginning Of Length Of Need (RA)
Back Of Pier or Bent
Distance
Beginning Of Length Of Need (LA)
(RA) Setback Limit
30’ Setback
Extended Pier or Bent
(LA) Setback Limit
Point Of Departure
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
NOTES:
See Index 400 for Clear
Zone and Horizontal Clearance
Length of Advancement Diagrams.
PPB = Pier Protection Barrier
See Notes on Sheet 2.
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CONCRETE BARRIER WALL CONTINUATION
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
3 of 10
Index No.
411
Extended
Pier or Bent
Setback Limit
X (Length Of
Advancement)
Beginning Of Length Of Need
Back Of Pier or Bent
Required (See Index 400,
See Detail ’B’
Crash Wall
PPB
Ap
pro
d
D
Distance
30’ Setback
Type 3 Object Marker When
Hazard Free, Traversable Slopes
Pier or Bent
Inside Setback
Distance
ach
De
par
ture
Lin
e
General Note No. 21)
Edge Of Traffic Lane
Barrier Gutter Line
Point Of Departure
Pier Protection Barrier
Guardrail Transition, See Index 410, Sheet 20
42" or 54" Pier Protection Barrier
PPB
De
par
with Crash Walls - 50’ Min.
Pier or
(LEFT SIDE OPPOSITE HAND)
ture
Lin
e
Crash Wall
Bent
7’
ONE-WAY TRAFFIC
M
in
.
d
Pier Footing
Pier Protection Barrier
Edge Of Traffic Lane
DETAIL ’B’
(Guardrail not shown for clarity)
(LA) Setback Limit
(RA) Setback
Limit
Beginning Of Length
Of Need (LA)
X (Length Of
Advancement RA)
Barrier Gutter Line
Edge Of Traffic Lane
Hazard Free, Traversable Slopes
Crash Wall (Typ.)
d
See Detail ’B’ (Typ.)
(RA)
Distance
30’ Setback
d
P
(LA)
t
par
De
PB
D (LA)
)
A
e (L
Lin
ure
Distance
Pier or Bent
Inside Setback Distance
D (RA)
Hazard Free, Traversable Slopes
30’ Setback
X (Length Of
Advancement LA)
or Bent
Extended Pier
Back Of Pier or Bent
PP
B D
e
par
tur
e L
in
e (R
A
)
Point Of Departure
RIGHT APPROACH (RA)
Point Of Departure (LA)
LEFT APPROACH (LA)
NOTES:
See Index 400 for Clear
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
See Notes on Sheet 2.
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CRASH WALL AND GUARDRAIL CONTINUATION
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
4 of 10
Index No.
411
X (Length Of
Advancement)
Setback Limit
Beginning Of Length Of Need
Required (See Index 400,
Crash Wall
d
D
Distance
Type 3 Object Marker When
30’ Setback
Hazard Free, Traversable Slopes
Pier or Bent
Inside Setback
Distance
PPB
App
roac
Dep
h
artu
re L
ine
Barrier Gutter Line
General Note No. 21)
Point Of Departure
Edge Of Traffic Lane
Pier Protection Barrier
42" or 54" Pier Protection
32" Concrete Barrier Wall, See Index 410
Barrier with Crash
Walls - 50’ Min.
(LEFT SIDE OPPOSITE HAND)
ONE-WAY TRAFFIC
(RA) Setback Limit
(LA) Setback Limit
Beginning Of Length
Of Need (LA)
X (Length Of
X (Length Of
Advancement LA)
Advancement RA)
Crash Wall (Typ.)
d
PPB
(RA)
D (RA)
D (LA)
d
(LA)
Distance
30’ Setback
Pier or Bent Inside
Setback Distance
De
par
ture
Lin
e (R
A)
Distance
Traversable Slopes
Traversable Slopes
30’ Setback
Hazard Free,
Hazard Free,
Barrier Gutter Line
Edge Of Traffic Lane
Pier Protection Barrier
Point Of Departure (RA)
RIGHT APPROACH (RA)
Point Of Departure (LA)
LEFT APPROACH (LA)
42" or 54" Pier Protection Barrier with Crash Walls - 50’ Min.
32" Concrete Barrier Wall, See Index 410
32" Concrete Barrier Wall, See Index 410
TWO-LANE TWO-WAY TRAFFIC
NOTES:
See Index 400 for Clear
Zone and Horizontal Clearance
Length of Advancement Diagrams.
PPB = Pier Protection Barrier
See Notes on Sheet 2.
LENGTH OF ADVANCEMENT DIAGRAMS - PIER PROTECTION BARRIER WITH CRASH WALL
AND CONCRETE BARRIER WALL CONTINUATION
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
5 of 10
Index No.
411
Crash Wall (when
* 12"!12"! 1/4 " galvanized steel back-up plate with 5/8 " post bolts (either 17" or 21" long)
called for in Plans)
and nuts with 5/8 " plain round washers under nuts.
E
*
NOTES
Standard Thrie-Beam Offset Block,
** Attach thrie-beam terminal connector to Pier Protection Barrier with a 21"!12"! 5/8 " thrie beam terminal connector
plate and 5- 7/8 "!15" long HS hex bolts and nuts with 7/8 " plain round washers under heads and nuts.
Field Trimmed, See Detail
1. The Pier Protection Barrier radial segments are intended for
*
125’ R
D
**
use on approach and trailing ends of both one-way and two-way
45^
42" or 54" Pier
facilities. The guardrail connections shown on this sheet apply
Protection Barrier
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
1: 10
ent
ction
Beam
r
minal Connecto
Thrie-Beam Ter
Barrier
ed
rs Stack
Washe
11’-9"
f Rail
or
Back O
ent F
surem
Mea
End
Prote
Pier
aym
ier P
Barr
acing
r Post Sp
Panel
t 20 Fo
Beam, 1
le.)
0, Shee
Nested
Applicab
Index 41
1
re
ee
A
s
(S
r Post
Panels
r Timbe
ion, 2 2
Steel O
on Sect
ctions,
Transiti
t Conne
and Bol
g
in
ac
Sp
Index 410, Sheet 2 may be used.
For guardrail connections, see Index 410, Sheet 20.
2. Refer to Index No. 400 Detail J for additional guardrail information.
25’
ies.)
Gutter Line
ssor
And Acce
l Payment
ch Posts,
r Guardrai
s, Approa
rement Fo
sted Beam
End Measu
ent For Ne
ym
Pa
l
tiona
(No Addi
x
E
7 1/2 " nom.
PLAN FOR DESIGN SPEED 45 MPH
E
Standard Thrie-Beam Offset Block,
Crash Wall (when
called for in Plans)
**
19 3/4 "
*
125’ R
D
Field Trimmed, See Detail
*
45^
42" or 54" Pier
22"
D
Protection Barrier
Thrie-Beam Terminal Connector
Barrier
FOR USE WITH EITHER
1: 10 OR 1: 15
.)
sories
yment
, And Acces
Guardrail Pa
proach Posts
rement For
d Beams, Ap
End Measu
ent For Neste
ym
Pa
al
(No Addition
D
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
Y
5" nom.
ove
, Same As Ab
Nested Beam
e
ov
Ab
me As
Section, Sa
Transition
21’
x
"y" (FT)
4
ent
Paym
ctio
il
ck Of Ra
r Prote
acked Ba
For Pie
ashers St
ment
Beam W
easure
M
d
n
E
7’-7"
Gutter Line
OFFSETS "y"
R
1: 15
er
n Barri
DISTANCE
"x" (FT)
125’
ARC
LENGTH (FT)
5 1/2 " nom.
GUARDRAIL TRANSITIONS
E
Note:
Barrier may be constructed
in chords having lengths
STANDARD THRIE-BEAM
OFFSET BLOCK
(FIELD TRIMMED)
PLAN FOR DESIGN SPEED 50 MPH
X
4 feet.
FLARED END TREATMENT - PIER PROTECTION BARRIER WITH GUARDRAIL CONTINUATION
Crash Wall (when
called for in Plans)
42" or 54" Pier Protection Barrier
32" Concrete Barrier Wall, See Index 410
F
D
3’ Taper
45^
Barrier
D
PLAN
F
Gutter Line
6’-8" (42" PPB)
14’-8" (54" PPB)
42" or 54" Pier Protection Barrier
Construction Joint permitted
Extend 32" Concrete Barrier Wall & supporting footing horizontal
reinforcing 3’ into 42" or 54" Pier Protection Barrier (Typ.)
32" Concrete Barrier Wall, See Index 410
NOTE:
PPB = Pier Protection Barrier.
ELEVATION
END TREATMENT - PIER PROTECTION BARRIER WITH CONCRETE BARRIER WALL CONTINUATION
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
6 of 10
Index No.
411
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
7 of 10
Index No.
411
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
8 of 10
Index No.
411
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
9 of 10
Index No.
411
REVISIONS
Date
By
Description
Date
2006 Interim Design Standard
By
Description
Interim
Date
Sheet No.
07/01/06
10 of 10
Index No.
411