of FDOT 2014 DESIGN STANDARDS

2" Cover (Typ.)
2" Cover
Superstructure
Superstructure
3" Cover (Typ.)
Substructure &
Integral Caps
1
2"
4
Cover
Footings
Epoxy Grout
2" Cover
Permanent
Pour-back
(Min.)
Grout Cap
Grout
PT Bar
Flow
Transverse
Main Reinforcing
Tendon
for Footing
Permanent
Epoxy Grout
Grout Inlet and
MAPC or
Grout Cap
Pour-back (Typ.)
Outlet to Exit
Epoxy Grout
From Top of
Elastomeric
Pour-back
Grout
Coating
Bursting
Footing
Flow
Reinforcing
Permanent Grout
Footing Concrete
Cap (Typ.)
Slope (0.02 Min.)
Deck Concrete
Continuous Elastomeric
Stressing Bar
TYPE 7
Coating - Extend 12"
Permanent
Type 7 Notes:
or edge of Pour-back
Concrete
Grout Cap
1. Traffic or Pedestrian/Bicycle Railing not shown
for Clarity.
2. Where Pour-back is not protected by Traffic or
Surface
Elastomeric Coating
Elastomeric Coating,
Extend 12" beyond
edge of Pour-back (Typ.)
#4 Bar
Epoxy Grout
or Equal
Pour-back
Elastomeric Coating (Typ.) Extend
Footings
Plug
TYPE 8
High Molecular Weight Methacrylate.
412" Cover
Methacrylate
Substructure (
Typ.
)
Segment
TYPE 2
3" Cover
High Molecular Weight
2" Cover
Adjacent
Superstructure (
Typ.
)
Pedestrian/Bicycle Railing, Coat Pour-back with
TYPE 1
Cover
Precast
412"
from edge of blockout
Dead End Anchor
Cast Prior to
Diaphragm or
12" beyond edge of anchor
3" Cover
Pour-back. (Except on Top of
#3 Bar
Extend 12" beyond edge
or Equal
of anchor Pour-back
Substructure
Top Slab Seal Concrete with High
Molecular Weight Methacrylate).
2" Cover
Superstructure
Epoxy Grout
Pocket Former
Permanent
Epoxy Grout
Integral Caps
4"
(Min.)
Substructure &
Surface
Superstructure
Concrete
3" Cover
Grout Cap
Grout Cap
Pour-back
Threaded
Permanent
Grout Plug
Grout Cap
Concrete
Block-Out
(Min.)
Threaded
(Min.)
Surface
4"
PT Bar
2" Cover
Grout Plug
TYPE 4
Epoxy Grout Pour-back
TYPE 3
TYPE 9
TYPE 10
PT Bar
placed after permanent
tendons ancnored in
adjacent segment
have been stressed
4"
1’-0" Min.
Cover
Overlap
2" Min. Cover (Typ.)
Structural
Steel Cap
Steel (Typ.)
or Cover
Reinforced Concrete
or MAPC Pour-back
(Seal Pour-back with
High Molecular
Weight Methacrylate)
Grout Cap
Grout Cap
Permanent
Grout Cap
8:
04:
21 PM
Epoxy Grout Pour-back
Concrete
Threaded
cast between Structural
Grout Plug
Steel and Steel Cap or
Surface
TYPE 11
6/24/2013
TYPE 6
01/01/12
REVISIO N
ANCHOR PROTECTION FOR PT TENDONS
LAST
1’-0" O.C. or as Shown
Concrete
Permanent
Extend 6" beyond
REVISION
(No. 4 Bar or Equal @
Steel (Typ.)
Edge of
PT Bar
TYPE 5
Pour-back Reinforcing
Structural
on Plans (Min.))
Elastomeric Coating
edge of anchor
4" Cover (Min.)
Integral Caps
Integral Caps
(Min.)
Permanent
sm 970re
Pour-back
Grout Cap
Permanent
2" Cover
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\21802-1of1.
dgn
Permanent
Cover
(Shear Studs not Shown for Clarity)
PT Bar
Permanent
Grout Cap
Threaded
Grout Plug
Concrete Secondary
Pour
TYPE 12
(Shear Studs not Shown for Clarity)
ANCHOR PROTECTION FOR PT BARS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
POST-TENSIONING ANCHORAGE PROTECTION
NO.
21802
SHEET
NO.
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