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)
x 10" Long horizontal
Rail top offset
Skew Angle
90 (Typ.)
Movement
.
(Varies)
to face of rail
Direction of
im
1’-0" centers (Typ.)
0
9
0
9
(
+)
a
0
9
B
Dim . A
Anchor Studs spaced @
Left Side
D
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
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\21100-1of3.
dgn
»¿ 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
rd960rh
Seal
installation and fabrication requirements and adjustments to Dimension A.
8:
22:
36 AM
Weld
5
5
16( 16)
60
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
SHOP SPLICE DETAIL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
STRIP SEAL EXPANSION JOINT
NO.
21100
SHEET
NO.
1
Match Slope of Deck
Elastomeric Seal
»¿ Expan
Face of
Face of Edge Rail
m.
Di
Dim . A
Dim . B
Phase Construction Line
Elastomeric Seal
B
Dim . A
Chamfer
(Typ.)
Slope Break Line or
m.
Di
3
4"
Edge Rail
Dim . B
n.
Mi
1 "
2
)
x.
Ma
(
4"
,
)
n.
Mi
(
1"
n.
Mi
1 "
2
Joint
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
Ra
st
o
c
i
P
f
af
or
Tr
et
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
Chamfer (Typ.)
Skew Angle
Joint
D im . B
3
4"
Upturn
Dim . A
Dim . B
Dim . A
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\21100-2of3.
dgn
Dim . B
Edge Rail
3
4"
Chamfer (Typ.)
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,
,
g
n
i
l
i
c Ra
i
f
f
a
Tr
t
s
r Po
o
t
e
p
a
r
Pa
Elastomeric
Parapet or Post
Seal
Anchor Stud (Typ.)
»¿ Expansion
Edge Rail
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
Elastomeric Seal
Joint
1
2"
Min.
Edge Rail
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
(Typ.)
rd960rh
Upturn (See Upturn
Shop Splice
Detail this Sheet)
Expansion Joint
Assembly
3
"Ma
x
.
6"
Expansion Joint Assembly
6"
Expansion
8:
22:
37 AM
Joint Assembly
6"
6"
3
"Ma
x
.
UPTURN DETAIL
»¿PARTIAL SECTION ALONG
JOINT TREATMENT AT HIGH SIDE OF DECK
WITH SLOPE = 2%
(Sidewalk Cover Plate where applicable not shown for clarity)
LAST
REVISION
01/01/11
REVISIO N
12/30/2011
of Edge Rail)
120
»¿PARTIAL SECTION ALONG
(TYPICAL AT TRAFFIC BARRIERS AND PARAPETS)
JOINT TREATMENT AT LOW SIDE OF DECK &
HIGH SIDE OF DECK WITH SLOPE < 2%
(Sidewalk Cover Plate where applicable not shown for clarity)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
STRIP SEAL EXPANSION JOINT
NO.
21100
SHEET
NO.
2
Match Slope of Deck
Sidewalk Cover Plate
Sleeve
Anchors (Typ.)
»¿ Expansion
ng
i
l
ai
cR
i
f
f
a
n.
Mi
Tr
b"
Sleeve Anchors (Typ.)
Shop Splice
Upturn
Sidewalk Cover Plate
Face of Edge Rail (Typ.)
Dim . A
n.
Mi
b"
" Corner Clip (Typ.)
Match Slope of Deck
" Chamfer
m.
Di
B
Dim . "
A"
of Railing
Dim . B
Upturn
Down Grade
Match Slope of Sidewalk
Front Face
(Typ.)
wn
Do
b " Min.
e
ad
Gr
Face of
Gutter
Field Butt Joint
Edge Rail
b " Min.
»¿ Expa
Line
Joint
Skew Angle
Anchor Studs (Typ.)
Elastomeric Seal
Match skew angle of
PARTIAL PLAN VIEW OF SKEWED JOINTS
Joint as required (Typ.)
PARTIAL PLAN VIEW
" Corner Clip
(Typ. all corners)
Upturn
Match Slope of Sidewalk
Match Slope of Deck
Back Face of Traffic
Railing or Post
Sleeve
Anchors (Typ.)
Sidewalk
»¿ Expan
Cover Plate
Joint
of Parapet
Gutter
b " Min.
b " Min.
b " Max.
Field
Dim . A
Down Grade
Dim . B
Line
Butt Joint
Construction
Joint
3"
Max.
b " Max.
Blockout
A
Sleeve Anchor spacing - 6" centers Max.
r
e
v
k Co
l
wa
e
d
Si
e
t
a
Pl
3"
Max.
Elastomeric
Seal
Sl
o
p
e Va
r
i
e
s
Shop Splice
Traffic Railing
b " Min.
b " Min.
Face of
A
Edge Rail
Expansion Joint Assembly
Anchor Studs (Typ.)
Front Face of
Traffic Railing
Construction Joint
»¿PARTIAL SECTION ALONG
PARTIAL PLAN VIEW OF NONSKEWED JOINTS
FLUSH SIDEWALK DETAIL
b " Min.
3"
Blockout
A
b " Max.
Sleeve Anchor spacing - 6" centers Max.
Max.
1’-3"
3"
Sidewalk Cover Plate
Sl
o
p
e Va
r
i
e
s
Gutter Line
Max.
b"
Min.
s
ie
ar
V
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\21100-3of3.
dgn
Front Face
Down Grade
e@
g
d
pe
o
lt
e
v
Be
d
n
u
o
e& r
p
o
2 Sl
:
1
e
g
d
m e
o
t
t
o
rb
e
v
o
b"
8
m.
Di
s
e
i
r
Va
A
b"
1
3"
k
l
wa
e
d
"Si
)
.
p
y
T
s(
u
i
d
a
"r
e
t
a
r Pl
e
v
Co
Elastomeric
120
k
l
wa
e
d
f Si
po
o
T
Seal
s
e
i
r
e Va
p
o
Sl
"
g
n
o
x 2 "L
s
r
o
h
c
e An
v
e
e
Sl
rd960rh
Field Butt Joint
Sleeve Anchor (Typ.)
A
(Seal with Caulk)
8:
22:
38 AM
Construction Joints
Shop Splice
Expansion Joint
Assembly
»¿PARTIAL SECTION ALONG
12/30/2011
Sidewalk
01/01/09
REVISIO N
LAST
Sidewalk
SECTION A-A
RAISED SIDEWALK DETAIL
REVISION
Expansion Joint Assemblies
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
STRIP SEAL EXPANSION JOINT
NO.
21100
SHEET
NO.
3
6"
Face of Traffic Railing,
Face of Traffic Railing,
Post or Parapet
Post or Parapet
Traffic Separator (Type and width
1"
Separator with Poured Joint
Poured Joint
Poured Joint Material
Material
Joint
Sl
o
p
e Va
r
i
e
s
6"
Construction
1"
Approximate shape of Traffic
vary, see Structures Plans)
Poured Joint Material
Sl
o
p
e Va
r
i
e
s
Upturn
Angle Varies
Construction Joint
Foam Backer
Foam Backer Rod
Construction
Rod
Foam Backer Rod
Bridge Deck, Approach
Bridge Deck, Approach
Bridge Deck or
Slab or Raised Sidewalk
Slab or Raised Sidewalk
Approach Slab
»¿PARTIAL SECTION ALONG
»¿PARTIAL SECTION ALONG
»¿PARTIAL SECTION ALONG J
JOINT TREATMENT AT HIGH SIDE OF
JOINT TREATMENT AT LOW SIDE OF DECK OR
JOINT TREATMENT AT TRAFFIC SEPARATOR
DECK WITH SLOPES 2% OR GREATER
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\21110-1of2.
dgn
Joint
HIGH SIDE OF DECK WITH SLOPES < 2%
Per Manufacturer’s
Dim. A @ 70 F
recommendations
1
4"
R
(Typ.)
Poured Joint Material
GENERAL NOTES:
1. Furnish Poured Joint With Backer Rod Expansion Joint Systems in accordance with
Specification Section 458 and 932.
Foam Backer Rod (To be sized
for opening per Manufacturer’s
recommendations)
2. Submit shop drawings for Sidewalk Cover Plates showing all materials and project
specific details and dimensions.
3. Refer to Specification Section 458 for installation and construction requirements.
4. Refer to the Structures Plans, Poured Expansion Joint Data Table for Dim. A @ 70 F.
Bridge Deck, Approach
Slab, Raised Sidewalk
or Traffic Separator
Bridge Deck, Approach
Form Material (if present) removed
Slab, Raised Sidewalk
to accommodate joint installation
rd960rh
or Traffic Separator
LAST
REVISION
01/01/11
REVISIO N
12/30/2011
8:
22:
39 AM
TYPICAL SECTION THRU JOINT
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
POURED JOINT WITH BACKER ROD
FY 2012/2013
EXPANSION JOINT SYSTEM
NO.
21110
SHEET
NO.
1
A
70
Sleeve Anchors (Typ.)
F
Corner Clip (Typ. all corners)
70
70
Approach Slab
@
Bridge Deck or
Dim . A
n.
Mi
2"
x.
Ma
3"
1’
-3"
@
m.
Di
ng
i
l
ai
cR
i
f
f
a
Tr
F
Anchors (Typ.)
@
Sidewalk Cover Plate
3
4"
Dim . "
A"
Sleeve
1’
-3"
Down Grade
Front Face of Traffic Railing
F
3
4"
Corner Clip
wn
Do
(Typ. all corners)
x.
Ma
Match skew angle of
1 "
2
Gutter
e
ad
Gr
Raised Sidewalk
Sidewalk Cover Plate
Joint as required (Typ.)
Line
Skew Angle
Bridge Deck or Approach Slab
PARTIAL PLAN VIEW OF SKEWED JOINTS
PARTIAL PLAN VIEW
Front Face of Traffic Railing
3
4"
Sleeve Anchors (Typ.)
Corner Clip (Typ. all corners)
Back Face of Traffic
Back Face of Traffic
Railing or Post or Front
Railing or Post or Front
Face of Parapet
Face of Parapet
F
70
Structures Plans for Sidewalk Width and Skew
1
2"
Max.
Sleeve Anchor spacing - 6" centers Max. (See Note)
3"
1
2"
3"
Max.
@
Dim . A
Approach Slab
1’
-3"
Down Grade
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\21110-2of2.
dgn
Sidewalk Cover Plate Length Varies - See
Bridge Deck or
Traffic Railing
Max.
Max.
e
t
a
r Pl
e
v
k Co
l
wa
e
d
Si
l
a
i
r
e
t
tMa
n
i
o
dJ
e
r
u
Po
A
Sl
o
p
e Va
r
i
e
s
Gutter
1
2"
Max.
Line
Sidewalk
2" Min.
Cover Plate
A
Construction
Raised Sidewalk
3" Max.
Foam Backer Rod
Construction Joint
Joint
Bridge Deck or Approach Slab
Front Face of
PARTIAL PLAN VIEW OF NON-SKEWED JOINTS
»¿PARTIAL SECTION ALONG
Traffic Railing
Sidewalk Cover Plate Length Varies - See
Structures Plans for Sidewalk Width and Skew
3" Max.
FLUSH SIDEWALK DETAIL
Sleeve Anchor spacing - 6" centers Max. (See Note)
3" Max.
1"
A
Sl
o
p
e Va
r
i
e
s
1’-3"
Sidewalk Cover Plate
Gutter Line
Down Grade
Bevel top edge @
l
a
i
r
e
t
tMa
n
i
o
dJ
e
r
u
Po
Construction Joints
Sleeve Anchor (Typ.)
1
16"
1
1 2"
3"
Dim. A
radius
1
k
l
wa
e
d
"Si
4
e
t
a
r Pl
e
v
Co
k
l
wa
e
d
f Si
po
o
T
s
e
i
r
e Va
p
o
Sl
3
8»¿"
rd960rh
s
e
i
r
Va
1:2 slope & round
over bottom edge
b
r
u
fc
eo
p
a
h
es
t
ma
i
x
o
r
p
Ap
t
n
i
o
dJ
e
r
u
h Po
t
e wi
c
a
f
1
8 2"
7
8"
Long
Sleeve Anchors
Raised Sidewalk
A
Foam Backer Rod
8:
22:
40 AM
See Note
Bridge Deck (shown) or
Approach Slab (similar)
»¿PARTIAL SECTION ALONG
NOTE:
Sleeve Anchors are required at both corners
Bridge Deck, Approach
of Sidewalk Cover Plate. Reduce Sleeve Anchor
Slab or Raised Sidewalk
12/30/2011
max. spacing to provide uniform spacing.
LAST
REVISION
01/01/11
REVISIO N
RAISED SIDEWALK DETAIL
SECTION A-A
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
POURED JOINT WITH BACKER ROD
FY 2012/2013
EXPANSION JOINT SYSTEM
NO.
21110
SHEET
NO.
2