Traffic Separator (Type and width vary, see Structures Plans) Poured Joint Material

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
Joint
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
HIGH SIDE OF DECK WITH SLOPES < 2%
Per Manufacturer’s
Dim. A @ 70 F
recommendations
C:
\d\projects\standards\structures\2013book\21110-1of2.
dgn
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
6/28/2012
1:
06:
53 PM
TYPICAL SECTION THRU JOINT
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
POURED JOINT WITH BACKER ROD
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
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
1’
-3"
Down Grade
Approach Slab
F
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.
C:
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dgn
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
1:
06:
56 PM
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
6/28/2012
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
2013
EXPANSION JOINT SYSTEM
NO.
21110
SHEET
NO.
2