of

Direction of Stationing
1b"
1’-1b" (Embedded
Bearing Plates A & B ~
Plate A)
NOTES:
1b"
1’-1b" (Embedded
Edge of FIB
Plate A)
Bottom Flange (Typ.)
Embedded Plate A (‰" thickness)
1. Work this sheet with Index No. 20510 - Composite Elastomeric
C (Beveled
C (Beveled
& Beveled Plate B (‰" Min. thickness) (Typ.)
Bearing Pads, and ’BEARING PLATE DATA TABLE’ in the Structures
Plate B)
Face of Pier
Plate B)
Plans.
or Bent Cap
1"
Front Face of
Backwall or
»¿ Be
2. Embedded Bearing Plates A are required for all Florida-I beams.
»¿ Pier or
Beveled Bearing Plates B with Embedded Bearing Plates A are
s
an
l
eP
Se
3’
-0" (
Florida-I Beam )
Backwall or
K1
90
& ¡ Bearing Pad
90
Skew
> 0
»¿˘" Dia. Screw Spa
2b"
2 sp.
4"
‰
" M in. at corners
@ 3b"
Anchor Stud Spacing
1b"
112"
3 sp. @ 3b"
AASH TO Type II
Florida-I Beam s
1"
J
»¿ Beam,
0"
212"
»¿ Pier or
1’
-4" (
AASH TO Type II)
5"
Front Face of
2b "
required for beams as scheduled in the ’BEARING PLATE DATA
TABLE’ in the Structures Plans.
3. Bearing plate material shall conform to ASTM A36 or ASTM A709
(Grade 36 or 50). Headed Concrete Anchor Studs shall conform
to Specification Section 502. Hot-dip galvanize Bearing Plates A
& B after fabrication except that Galvanized Caps may be welded
112"
1b" Anchor Stud Spacing
3 sp. @ 3b"
in place after hot-dip galvanizing. Drill Bearing Plates A and B
as an assembled unit, thread Bearing Plate A only. Holes are not
2b"
4"
2 sp.
»¿˘" Dia. Screw Spa
required in Plate A when Plate B is not required. Drill and thread
@ 3b"
holes perpendicular to Embedded Plate A and prior to plates
Skew
1"
90
being galvanized (ASTM A 123).
> 0
J
4. Provide Electroplated, Flat Countersunk Head Cap Screws in
90
accordance with ASTM F 835. Electroplating shall be ASTM B633,
K2
SC 2, Type 1. Provide screws long enough to maintain a "
Direction of Stationing
Galvanized Cap. Provide steel Galvanized Caps with ‰" Min. to
0"
212"
minimum embedment into Embedded Bearing Plate A and
1‰" Max. height and nominal 1" inside diameter.
C
s
an
l
eP
Se
5. Include the cost of Bearing Plates in the pay item for
2b "
90
5"
e
p
o
Sl
Prestressed Beams.
End of
s
e
i
r
Va
Beam (Typ.)
1"
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\20512-1of2.
dgn
6. For Pad Type and Dimension C, see the ’BEARING PLATE DATA
»¿ Be
0
9
TABLE’ in the Structures Plans. For Dimensions J, K1 and K2,
see ’TABLE OF BEAM VARIABLES’ in the Structures Plans.
2‰" **
2 sp.
2‰" ***
Composite
@ 3b"
Composite Elastomeric
»¿ Holes for ´
Elastomeric
Bearing Pad
»
shown, Negative Slope similar.
»¿ ´‰" Dia. x 2˘"
" Dia. Holes for
»¿8. Slope is determined along Beam at Bearing. See ’
Studs, See Detail "A"
" Dia. Screws
PLATE DATA TABLE’ in the Structures Plans for Slope.
PLAN
BEVELED BEARING PLATE B
(FIB Skewed Alignment Shown, Skew = 0 and AASHTO Type II Similar)
»¿(Along
(Positive Slope shown;
Negative Slope similar)
Front Face of Backwall
Direction of Stationing
Front Face of Backwall
»¿or Pier or
»¿or Pier or
LEGEND:
*
»
Headed Concrete
Anchor Stud
Dia. Screws
1
2"
(Typ.) (See Note 4)
b"
1
’
1
"
‰
1
b"
.@ 3
p
3s
g
n
i
c
a
d Sp
u
r St
o
h
c
An
4"
"
‰
. 2
p
2s
b"
.@ 3
p
3s
712"
" 2s
‰
2
.
p
Bearing Plate A
4"
a
p
wS
re
. Sc
ia
˘ "D
»¿
b"
@ 3
welding)
2" (
after
sm 970re
Level Bearing
Composite
(FIB’s)
5"
(Type II)
"A" (Typ.)
5"
5"
1’-4"
5"
5"
(FIB’s)
2b"
0"
11"
0"
2b"
(Type II)
Bearing Pad
Bottom of Beam
)
e8
t
e No
Se
(
C
C
Level Bearing Seat
Beveled Bearing Plate B
b"*
2
b"
1
2
b"*
1
b"
»¿ Be
K1
(Top of Substructure)
1"
1’-6" (FIB’s)
1’-6" (FIB’s)
8" (Type II)
8" (Type II)
1"
3’-0" (FIB’s)
Composite Elastomeric Bearing Pad
J
DETAIL "A"
712"
e
p
o
Sl
Substructure)
Bearing Plate A
See Detail
5"
Elastomeric
Seat (Top of
Embedded
»¿ P
g
n
i
c
a
d Sp
u
r St
o
h
c
An
Bottom of Beam
1
2"
»¿ Be
b"
1
"
‰
1
Embedded
a
p
wS
re
. Sc
ia
˘ "D
»¿
Seal weld Cap to top of Plate A
1
8"
Dia. x 2
Anchor Studs
b"
1
’
1
b"
1
Dia. End Welded,
3
4"
»
*** 4" for Pad Type A, C & K at End 2
6/24/2013
Dia. Electro-plated, Countersunk
Galvanized Caps (16 Ga. Min.);
b" for Pad Type A, C & K
** 4" for Pad Type A, C & K at End 1
1
2"
3
4"
Flat Headed Machine Screws with
b"
@ 3
7:
52:
56 PM
»¿7. All details and dimensions shown are along Beam. Positive
Bearing Pad
Screws, (See Note No. 3)
SIDE ELEVATION
WITH BEVELED BEARING PLATES
End 1
J
1’-4" (AASHTO Type II)
»¿ Be
K2
END ELEVATION
End 2
WITH BEVELED BEARING PLATE
LAST
REVISION
07/01/13
REVISIO N
»¿(Slopes > 2% along Beam) (See No
DESCRIPTION:
INDEX
FDOT 2014
BEARING PLATES (TYPE 2) - PRESTRESSED
DESIGN STANDARDS
FLORIDA-I AND AASHTO TYPE II BEAMS
NO.
20512
SHEET
NO.
1of 2
Front Face of Backwall
Direction of Stationing
Front Face of Backwall
»¿or Pier or
»¿or Pier or
»
1
2"
»¿ Be
1
8"
Dia. x 2
»¿ P
Anchor Studs
b"
1
’
1
See Detail
b"
1
’
1
b"
.@ 3
p
3s
b"
1
"
‰
1
"
‰
1
Embedded
"A" (Typ.)
b"
1
b"
.@ 3
p
3s
Bearing Plate A
Composite
‰" x 1’-3" x 3’-0"
Elastomeric
5"
5"
1’-4"
5"
5"
2b"
0"
11"
0"
2b"
Florida-I Beam
AASHTO Type II
Bearing Pad
Level Bearing
Bottom of Beam
Seat (Top of
e
p
o
Sl
Substructure)
Bottom of Beam
)
e8
t
e No
Se
(
Level Bearing Seat
2‰" *
1‰"
1‰
"
2‰
" *
(Top of Substructure)
1"
1’-6"
1’-6"
1"
8"
8"
1" Florida-I Beam
1" AASHTO Type II
3’-0" (Florida-I Beam)
Composite Elastomeric Bearing Pad
J
J
1’-4" (AASHTO Type II)
»¿ Be
»¿ Be
SIDE ELEVATION
END ELEVATION
K2
K1
WITHOUT BEVELED BEARING PLATES
WITHOUT BEVELED BEARING PLATE
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\20512-2of2.
dgn
»¿(Slopes ⁄ 0.5% along Beam) (See
Direction of Stationing
Front Face of Backwall
Front Face of Backwall
»¿or Pier or
»¿or Pier or
»
1
2"
1
8"
Dia. x 2
Anchor Studs
b"
1
’
1
b"
1
’
1
b"
.@ 3
p
3s
b"
1
"
‰
1
"
‰
1
Embedded
b"
1
b"
.@ 3
p
3s
Bearing Plate A
‰" x 1’-3" x 3’-0"
Sloped Bearing Seat
Bottom of Beam
(Top of Substructure)
e
p
o
Sl
See Structures Plans
)
e8
t
e No
Se
(
Sloped Bearing Seat
(Top of Substructure)
2‰" *
1‰"
1‰
"
2‰
" *
See Structures Plans
Composite Elastomeric Bearing Pad
J
J
sm 970re
K1
»¿ Be
SIDE ELEVATION
»¿ Be
WITHOUT BEVELED BEARING PLATES
K2
7:
52:
58 PM
»¿(0.5% < Slopes ⁄ 2% along Beam) (See
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
* b" for Pad Type A, C & K
DESCRIPTION:
INDEX
FDOT 2014
BEARING PLATES (TYPE 2) - PRESTRESSED
DESIGN STANDARDS
FLORIDA-I AND AASHTO TYPE II BEAMS
NO.
20512
SHEET
NO.
2 of 2