2"

1 1 1 1
5 2" 42" 4 2" 5 2"
W3.4 Spiral Ties @
6" pitch, full length

2"
1
5 Turns @ 1" Pitch 5 Turns @ 1" Pitch **

5
Spiral Tie 16 Turns @ 3" Pitch 6" Pitch 16 Turns @ 3" Pitch 1"

2"
1"

2"
1
Spacing

4
A
� Pile

3"
3" Cover

2"
1
(Typ.)

42"
1
5
12 ~ No. 10 4 ~ No. 8 Bars

Dowels (Full length)

� Pile

SECTION D-D

3"
(See Non-Drivable Unforeseen Reinforced Precast Pile Splice Detail)
W3.4 Spiral Ties
3 2"
4" x 3" Chamfer (Typ.)
A 1 1 1 1
5 2" 42" 4 2" 5 2"
W3.4
ELEVATION
Spiral Ties

2"
1
5
** See Note 4 on Index 455-002

2"
2"
1
4
� Pile

2"
3" Cover

1
4
(Typ.)

2"
1
5
12 ~ No. 10 Prestressing
ALTERNATE STRAND PATTERNS
Dowels Strands
24"
16 ~ 0.6" Ø, Grade 270 LRS, at 44 kips � Pile
1
20 ~ 2" Ø (Special), Grade 270 LRS, at 34 kips SECTION E-E
1
24 ~ 2" Ø, Grade 270 LRS, at 31 kips (See Drivable Prestressed Precast Pile Splice Detail)

W3.4
3" Cover
8" 4" 4" 8"
Spiral Ties
(Typ.)
24"

12 ~ No. 10 Bars
(10'-6" long)
W3.4

8"
(Shift as required
Spiral Ties
to clear strands)

4"
� Pile

4"
See Alternate
Strand Patterns 3" Cover

SECTION A-A (Typ.)

8"
12 ~ No. 10 Prestressing
NOTES:
Dowels Strands
1. Work this Index with Index 455-001 - Typical Details and Notes for
Square Prestressed Concrete Piles and Index 455-002 - Square � Pile
Prestressed Concrete Pile Splices.
11:47:56 AM

SECTION F-F
2. Any of the given Alternate Strand Patterns may be utilized.
(See Drivable Preplanned Pile Splice Detail)
The strands shall be located as follows:
Place one strand at each corner and place the remaining
strands equally spaced between the corner strands.
The total strand pattern shall be concentric with the nominal
10/15/2023

concrete section of the pile.

LAST DESCRIPTION:
FY 2024-25 INDEX SHEET
REVISION
24" SQUARE PRESTRESSED CONCRETE PILE
01/01/12 STANDARD PLANS 455-024 1of 1