en
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w
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Ill
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iii
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~
0
MOMENT SLAB CONSTRUCTION JOINT
SPACING@
120'-
0" MAX.
BARRIER EXPANSION JOINT EXPANSION JOINT
<t_
BARRIER EXPANSION JOINT SPACING (SEE TABLE)
(SEE TABLE)
BARRIER DUMMY JOINT SPACING
BARRIER
DUMMY JOINT BARRIER DUMMY JOINT SPACING @ 8' -0" O.C.
TERMINUS
DUMMY JOINT (TYP.)
~
(SEE DETAIL)
4' -0" MIN. TO 8' -0" MAX. O.C.
EXP. JOINT
<t
SPACING@
8'-
0" O.C.
EXPANSION
JOINT (TYP.)
2" CLR
-@
#5@
8" O.C.
8
TRAFFIC SIDE
JOINT SCHEME
PLAN VIEW
MOMENT SLAB
CONST. JOINT
2 -
CD
#6 CONTINUOUS
WITH 3' -8" MIN. SPLICE
3/4" CHAMFER (TYP.)
2-(j)'/\\
~SEE
EXPANSION
JOINT DETAIL ON
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3" MIN. CLR.
6-@#4
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#4@
1'-
4" O.C.
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@#6W,
(i)#5
@ 8 O.C.
ELEVATION
REINFORCING
STEEL
BENDING
DIAGRAM
ALL REINFORCING BARS SHOWN ON 6 3/4"
THIS PLAN SHALL BE AASHTO M
31
n A
UNLESS OTHERWISE NOTED.
ALL DIMENSIONS ARE OUT TO OUT
~
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= EPOXY COATED
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(SEE TABLE)
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20-@
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2' -0" MIN.
SPL. (TYP.)
<5)
1" EXPANDED POLYSTYRENE
0.
MATCH LINE
@ #4 -2" CLR. FROM TOP
(SEE STD. PLAN D-3.10
OR
D-3.11)
@ #4 (SEE STD. PLAN D-3.10 OR D-3-11)
FACE OF CAST-IN-PLACE FASCIA
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(i)#5
<5)1'-0"
7 1/4"
1 BARRIER GEOMETRY
REFERENCE LINE
F-SHAPE
BARRIER
FINISHED HMA ROADWAY
GRADE AT CURB
LINE=
PIVOT POINT FOR BARRIER
GEOMETRY (TYP.)
FINISHED
GRADE
TRANSVERSE ROADWAY
SLOPE
(REINFORCING STEEL NOT SHOWN)
TYPICAL SECTION
SHOWN
AT
GRADE
MOMENT
SLAB
TOP OF ROADWAY
2 LAYERS 15
LB.
TAR PAPER
@
#5@
8" O.C.
a::
-
....1
i")()
MATCH LINE
(j)
KEYNOTES
0 THE BARRIER GEOMETRY REFERENCE LINE (B.G.R.L.)
IS
PERPENDICULAR TO THE TRANSVERSE ROADWAY
SLOPE (T.R.S.). FOR SUPERELEVATED TRANSVERSE
ROADWAY SLOPES, THE B.G.R.L. ON THE LOW SIDE
OF THE ROADWAY SHALL BE PERPENDICULAR TO THE
T.R.S. UP TO A MAXIMUM OF 8% SUPERELEVATION;
THE B.G.R.L.
ON
THE HIGH SIDE SHALL ALWAYS BE
PERPENDICULAR TO THE T.R.S
..
~
JUNCTION BOX (MOUNT BOX SO COVER IS FLUSH WITH
THE BARRIER FACE WITH A 0" TOLERANCE PROTRUDING
BEYOND THE BARRIER FACE AND 1/8" RECESSED).
USE NEMA
4X
JUNCTION BOX WITH STATIONARY-FORMS
-SEE STANDARD PLAN J-40.36. USE NEMA 3R JUNCTION
BOX WITH SLIP-FORMS -SEE STANDARD PLAN J-40.37.
~
1 1/2" MIN. CONCRETE COVER -INCREASE THE COVER
AS REQUIRED TO ACCOMMODATE ARCHITECTURAL
FEATURES AND FINISH.
~
CONSTRUCTION JOINT WITH ROUGHENED SURFACE.
<5)
THE NOTCH, DETAILED BY THESE DIMENSIONS AND
SPECIFICATIONS,
IS
REQUIRED ONLY IF THE BARRIER
IS
ON WALL FACING.
~
RUSTICATION
-SEE
RUSTICATION DETAIL
0 FOR STRUCTURAL DETAILS BELOW THE MATCH LINE,
SEE STANDARD PLANS D-3.09, D-3.10 OR D-3.11.
~
1/2" EXPANSION JOINT WITH PREMOLDED JOINT FILLER.
~
INSTALL BARRIER DUMMY JOINTS
ON
TRAFFIC SIDE ONLY
WHEN ARCHITECTURAL FEATURES ARE SPECIFIED.
SLAB
LENGTH
SLAB
BASE
BARRIER EXPANSION
JOINT SPACING
MIN. MAX. ON
WALL
AT
GRADE MIN. MAX.
80'-
1" --
7'-
0"
5'-
0"
80'-
0"
120'-
0"
60'-
1"
80'-
0"
8'-
0"
6'-
0"
60'-
0"
80'-
0"
40'-
1"
60'-
0"
9'-
0"
7'-
0"
40'-
0"
60'-
0"
0
40'-
0" CONTACT BRIDGE OFFICE
FILL MATERIAL SPECIFIED
ELSEWHERE
IN
CONTRACT
GEOSYNTHETIC NOTE
SLAB BASE (SEE MOMENT SLAB TABLE)
1.
All cast-in-place concrete
shall
be
class 4000.
TYPICAL SECTION
SHOWN
ON
WALL
PERMANENT
GEOSYNTHETIC
WALL
F -
SHAPE
BARRIER
STANDARD
PLAN
D-3.16-02
SHEET 1 OF 1
SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich
Ill
5129113
STATE DESIGN ENGINEER DATE
......
DUMMY JOINT DETAIL RUSTICATION DETAIL
...
Washington
State
Department
of
Transportation
