Dimension "A" = 2" @ 70 F (unless
otherwise shown in the Structures Plans,
Expansion Joint Data Table)
Elastomeric Seal
See Note 5
Top of Bridge
Deck or Sidewalk
5
8"
x 8" Long
diagonal Anchor Studs
spaced @ 1’-0" centers (Typ.)
3
8"
Bridge Deck
Min.
R Tooled Edge (Typ. as required)
5
M in.
)
8" (
1
4"
Right Side Skew
Angle (Varies)
Anchor Studs spaced @
Left Side
90 (Typ.)
Movement
.
(Varies)
im
Skew Angle
to face of rail
Direction of
D
Rail top offset
1’-0" centers (Typ.)
0
9
"
0
9
(
+)
a
0
9
"B
A"
D im . "
x 10" Long horizontal
3" –
5
8"
»¿ Expan
Joint
adjustment for temperature plus 2 times
Face of Traffic
rail top offset to face of rail)
Railing, Parapet
or Post
»¿ Expansion
Front Face of Backwall
D ire
ction
of
Face of Edge Rails
Stat
ionin
g
Face of Traffic Railing,
Dimension "B" (Dimension "A" plus or minus
Line
Parapet or Post
NOTE:
Perpendicular
Skew Angle and a measured
»¿to
positive in clockwise direction
from a line perpendicular to the
Joint.
See Structures Plans,
Expansion Joint Data Table.
Thickened Slab End
Approach Slab
MOVEMENT SCHEMATIC
TYPICAL SECTION THRU STRIP SEAL EXPANSION JOINT
(Begin or End Concrete Girder Bridge shown,
Intermediate Supports and Steel Girder Bridge similar.
Reinforcing Steel and Girder details not shown for clarity.)
5
5
16( 16)
60
Grind Flush
GENERAL NOTES:
1. Furnish Strip Seal Expansion Joint Systems in accordance with Specification Section 458.
2. Shape of Edge Rail shown is representative, minor variations depending on manufacturer
are permitted.
3. Recess the Edge Rail below the concrete surface in accordance with Specification Section 458.
4. Refer to Specification 458 and the Expansion Joint Data Table in the Structures Plans for
Seal
installation and fabrication requirements and adjustments to Dimension "A".
Weld
5. Manufacturers seeking approval of Strip Seal Expansion Joint Systems for inclusion on the
Qualified Products List as pre-approved designs must submit application along with design
documentation showing the expansion joint meets the specification, geometric and material
requirements specified herein. Include installation details consisting of temporary or
5
5
16( 16)
sacrificial support brackets, bolts, clamps, etc. that are compatible with decks constructed
60
with or without blockouts.
SHOP SPLICE DETAIL
REVISIONS
DATE
BY
07/01/10
GJM
DESCRIPTION
CMH
2010 Interim Design Standard
BY
DESCRIPTION
Deleted INSTRUCTIONS TO DESIGNER & Diaphragm related
details.
01/01/11
DATE
Deleted Notes 3 & 4; Changed Notes 1 & 2; Moved MOVEMENT
SCHEMATIC from sheet 2 to sheet 1.
STRIP SEAL EXPANSION JOINT
Interim
Date
Sheet No.
01/01/11
1 of 3
Index No.
21100
Match Slope of Deck
Elastomeric Seal
»¿ Expan
Face of
Dim . "
A"
Dim . "
B"
Dim . "
A"
Slope Break Line or
Phase Construction Line
Elastomeric Seal
"
"B
Chamfer
(Typ.)
Edge Rail
m.
Di
3
4"
Dim . "
B"
Face of Edge Rail
n.
Mi
1 "
2
)
x.
Ma
"(
4
,
)
n.
Mi
(
1"
n.
Mi
1 "
2
Joint
m.
Di
s
e
i
r
e Va
p
o
Sl
Sl
o
p
e Va
r
i
e
s
Elastomeric Seal
"
"B
3
4"
,
ng
i
l
i
t
Ra
os
c
i
P
f
r
af
to
Tr
e
ap
r
Pa
Skew Angle
,
ng
i
l
i
Ra
st
o
c
i
P
f
af
or
Tr
et
ap
r
a
P
n
ur
t
Up
Turn Angle =
Skew Angle/2
Skew Angle
Anchor Stud (Typ.)
Chamfer (Typ.)
»¿PARTIAL SECTION ALONG JOI
Match Slope of Deck
»¿ Expansion
Field Butt Joint (Seal with Caulk)
Expansion Joint Assembly
FIELD BUTT JOINT LOCATION
(CROWNED DECK OR SLAB SHOWN)
PARTIAL PLAN VIEW OF JOINTS SKEWED
PARTIAL PLAN VIEW OF SKEWED JOINTS
GREATER THAN 6
Match Slope of Deck
Match Slope of Deck
Elastomeric Seal
»¿ Expan
Face of Edge Rail
Face of
Edge Rail
Dim . "
A"
Dim . "
B"
Dim . "
A"
Skew Angle
Joint
3
4"
Chamfer (Typ.)
"
Dim . "
B"
Chamfer (Typ.)
B
D im . "
3
4"
Upturn
Traffic Separator (Type varies)
Construction Joint
Elastomeric Seal
Provide Blockout (shaded)
to allow unobstructed
1
2"
movement of adjacent
Min.
.
1
n
"Mi
2
Traffic Railing,
Elastomeric
Parapet or Post
Seal
Anchor Stud (Typ.)
»¿ Expansion
Edge Rail
,
g
n
i
l
i
c Ra
i
f
f
a
Tr
t
s
r Po
o
t
e
p
a
r
Pa
Anchor Stud (Typ.)
Expansion Joint Assembly
PARTIAL PLAN VIEW OF NONSKEWED JOINTS
PARTIAL PLAN VIEW OF NONSKEWED
JOINTS & JOINTS SKEWED 6 OR LESS
»¿PARTIAL SECTION ALONG JOINT THRU TRAFFIC SEPA
Front Face of Traffic
Railing, Parapet or Post
Front Face of Traffic
Railing, Parapet or Post
Provide Blockout (shaded)
Min.
to allow unobstructed
movement of adjacent
Construction
1
2"
Min.
Edge Rail
Elastomeric Seal
Joint
Construction
Elastomeric Seal
Sl
o
p
e Va
r
i
e
s
4" (Trim flange
5"
1
2"
Joint
Elastomeric Seal
Sl
o
p
e Va
r
i
e
s
of Edge Rail)
120
(Typ.)
Upturn (See Upturn
Shop Splice
Detail this Sheet)
Expansion Joint
Assembly
3
"Ma
x
.
6"
Expansion Joint Assembly
6"
Expansion
6"
Joint Assembly
6"
3
"Ma
x
.
UPTURN DETAIL
»¿PARTIAL SECTION ALONG
»¿PARTIAL SECTION ALONG
JOINT TREATMENT AT HIGH SIDE OF DECK
JOINT TREATMENT AT LOW SIDE OF DECK &
WITH SLOPE = 2%
HIGH SIDE OF DECK WITH SLOPE < 2%
(Sidewalk Cover Plate where applicable not shown for clarity)
(Sidewalk Cover Plate where applicable not shown for clarity)
REVISIONS
DATE
BY
DESCRIPTION
01/01/10
SJN
Changed MOVEMENT SCHEMATIC detail.
01/01/11
CMH
Moved MOVEMENT SCHEMATIC detail to sheet 1.
(TYPICAL AT TRAFFIC BARRIERS AND PARAPETS)
DATE
2010 Interim Design Standard
BY
DESCRIPTION
STRIP SEAL EXPANSION JOINT
Interim
Date
Sheet No.
01/01/10
2 of 3
Index No.
21100