Prestressing 12 ~ No. 10 Strands Dowels

4" Pitch
16 Turns @ 2" Pitch
Spiral Tie 1"
512"
Pitch
16 Turns @ 2" Pitch
1"
4"
512"
512"
512"
4"
1
2"
1
2"
4 Turns @ 1
4 Turns @ 112" Pitch
W4.0 Spiral Ties
5
Spacing
@ 6" pitch, full
4"
4 ~ No. 8 Bars 6'-0" long
Conical End Fitting (Typ.)
(see Section C-C)
B
length
� Pile
5
(Typ.)
1
2"
Head
5
Tip
3" Cover
4"
1
2"
5
3"
1
2"
C
12 ~ No. 10
4 ~ No. 8 Bars
� Pile
(Full length)
3"
Dowels
SECTION D-D
(See Nondrivable Unforeseen Reinforced Precast Pile Splice Detail)
B
1" x 1" Chamfer or
x 34" Chamfer
C
W4.0 Spiral Ties
3
4"
8" ±
1
2"
5
1
2"
5
4"
11'-0" Solid Section
W4.0
Spiral Ties
4"
8" ±
1
2"
5
5
(Ties not shown in Elevation)
11'-0" Solid Section
4"
Chamfer
3"
10 Diagonal Ties @ 6"
1
2"
5
x 3"
1
2"
3
4"
3" Cover
(Typ.)
1
2"
ELEVATION
5
� Pile
30"
8"
** W4.0 Diagonal Ties
Void
6" ctrs. (See Detail)
512"
18" Ø
W4.0
W4.0
8"
8"
Prestressing
Strands
SECTION E-E
4
"
30"
"
4
3
9 4"
No. 8 Bars
� Pile
Dowels
� Pile
**
(See Drivable Prestressed Precast Pile Splice Detail)
7
8"
4
1
1
678" 3 4" 3 4" 678"
478"
(Typ.)
3" Cover
DETAIL
W4.0
Spiral Ties
7
8"
(Typ.)
W4.0 DIAGONAL TIE
7
8"
(6'-0" long)
4
3" Cover
12 ~ No. 10
135°
Spiral Ties
Spiral Ties
30"
� Void
� Pile &
4"
8"
512"
30"
Prestressing Strands, see
Alternate Strand Patterns
� Void
Alternate Strand Patterns
6
� Pile &
� Pile
** Omit 4 ~ No. 8 Bars and Diagonal Ties
(See Pile Splice Reinforcement Details)
7
8"
(See Pile Splice Reinforcement Details)
6
SECTION C-C
� Pile
3
in pre-planned mechanical splice.
SECTION B-B
(Typ.)
1
1
4"3 4"
Prestressing Strands, see
3" Cover
12 ~ No. 10 Bars
NOTES:
Place one strand at each corner and place the remaining strands equally spaced between the corner
20 ~ 0.6" Ø, Grade 270 LRS, at 41 kips
24 ~
1
2"
Ø (Special), Grade 270 LRS, at 34 kips
28 ~
1
2"
Ø, Grade 270 LRS, at 29 kips
(shift as required
to clear strands)
strands. The total strand pattern shall be concentric with the nominal concrete section of the pile.
2. CONTRACTOR OPTION: The 30" pile may be cast SOLID by omitting the 18" Ø void. In this event, the
12 ~ No. 10
Contractor shall submit calculations for approval and a proposed strand configuration that provide
net prestressing after losses equal to 1000 psi. Alternate configurations for the Diagonal Ties, to
maintain the position of the 4 ~ No. 8 Bars, may be approved by the Engineer.
1:
44:
18 PM
7
8"
(10'-6" long)
1. Any of the given Alternate Strand Patterns may be utilized. The strands shall be located as follows:
4
ALTERNATE STRAND PATTERNS
3. Work this Index with Index No. 20600 - Notes and Details for Square Prestressed Concrete Piles
� Pile
Dowels
Prestressing
Strands
SECTION F-F
(See Drivable Preplanned Pile Splice Detail)
and Index No. 20601 - Square Prestressed Concrete Pile Splices.
LAST
REVISION
07/01/15
REVISIO N
12/17/2015
PILE SPLICE DETAILS
DESCRIPTION:
INDEX
FY 2016-17
DESIGN STANDARDS
30" SQUARE PRESTRESSED CONCRETE PILE
NO.
20630
SHEET
NO.
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