of FDOT 2014 DESIGN STANDARDS

312"
1
2"
1
2"
5
5
W3.4 Spiral Ties @
6" pitch, full length
5 Turns @ 1" Pitch **
1"
6" Pitch
16 Turns @ 3" Pitch
16 Turns @ 3" Pitch
Spacing
1"
3" Cover
(Typ.)
»¿
3"
512"
3"
1
2"
A
3
Spiral Tie
512"
5 Turns @ 1" Pitch
8 ~ No. 10
4 ~ No. 8 Bars
Dowels
(Full Length)
»¿
W3.4 Spiral Ties
3
4"
A
x 3" Chamfer (Typ.)
SECTION D-D
(See Nondrivable Unforeseen Reinforced Precast Splice Detail)
ELEVATION
312"
512"
512"
512"
312"
3" Cover
(Typ.)
»¿
512"
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\20618-1of1.
dgn
W3.4
Spiral Ties
** See Note No. 4 on Index No. 20601
8 ~ No. 10
ALTERNATE STRAND PATTERNS
12 ~
1
2"
16 ~
1
2"
(Special), Grade 270 LRS, at 34 kips
, Grade 270 LRS, at 26 kips
Strands
»¿
12 ~ 0.6" , Grade 270 LRS, at 35 kips
18"
Prestressing
Dowels
SECTION E-E
(See Drivable Prestressed Precast Splice Detail)
20 ~ 716" , Grade 270 LRS, at 21 kips
3" Cover
2"
24 ~ 38" , Grade 270 LRS, at 17 kips
18"
(Typ.)
7"
7"
W3.4
W3.4
Spiral Ties
Spiral Ties
7"
3" Cover
(Typ.)
2"
See Alternate
»¿
Strand Patterns
SECTION A-A
7"
8 ~ No. 9 Bars
(10’-6" long)
(shift as required
sm 970re
to clear strands)
8 ~ No. 10
Dowels
NOTES:
1. Work this Index with Index No. 20600 - Notes and Details for
Prestressing
Strands
»¿
Square Prestressed Concrete Piles and Index No. 20601 - Square
SECTION F-F
7:
55:
23 PM
Prestressed Concrete Pile Splices.
2. Any of the given Alternate Strand Patterns may be utilized.
(See Drivable Preplanned Splice Detail)
The strands shall be located as follows:
Place one strand at each corner and place the remaining
PILE SPLICE REINFORCEMENT DETAILS
strands equally spaced between the corner strands.
6/24/2013
The total strand pattern shall be concentric with the nominal
LAST
REVISION
01/01/12
REVISIO N
concrete section of the pile.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
18" SQUARE PRESTRESSED CONCRETE PILE
NO.
20618
SHEET
NO.
1of 1