FDOT DESIGN STANDARDS FY 2012/2013

Provide one (1)
" vent hole
»¿(near Pile) on two (2) opp
Antenna (centered
faces of pile
over Top Gauge)
Prestressing Strands
B
(Strand pattern varies)
Tip of
Head
Pile
of Pile
Void (Typical for 30"
Tip Gauge
B
and larger piles)
D
D/2
A
Top Gauge
2D Min.
2D Min.
1’-0"
2D
ELEVATION
D
Antenna
Attach Tip Gauge extension cable
to underside of strand one down
10"
from top corner strand using nylon
D
wire ties every 6 Ft. maximum.
3"
D/2
3" Cover
(Typ.)
Void
Tip Gauge
Top Gauge
ANTENNA TOP VIEW
SECTION A-A
Face of
(Strand Pattern with odd number of strands per face)
Concrete
D/2
"
D
Antenna
Dataport Interface
SECTION B-B
Attach Tip Gauge extension cable
(Showing Voided Pile,
to underside of strand one down
Solid Pile Similar)
Cable (to radio
Bottom surfaces of enclosure to
module assembly)
be epoxy coated just prior to
concrete casting per manufacturer’s
from top corner strand using nylon
installation procedures.
wire ties every 6 Ft. maximum.
D
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\20602-1of1.
dgn
A
ANTENNA SIDE VIEW
ANTENNA END VIEW
D/2
rd960rh
3" Cover
(Typ.)
NOTE:
Provide EDC Instrumentation in square
11:
50:
55 AM
prestressed concrete piles (18" and larger)
Tip Gauge
in accordance with Specification Section 455
Top Gauge
for bridge foundations.
SECTION A-A
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
(Strand Pattern with even number of strands per face)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
EDC INSTRUMENTATION FOR
FY 2012/2013
SQUARE PRESTRESSED CONCRETE PILES
NO.
20602
SHEET
NO.
1