Document 2800688

Bulkhead Cap
SHEET PILE DESIGN CRITERIA AND NOTES
(See Bulkhead Plans
for actual Cap outline)
DESCRIPTION:
This Design Standard includes details for three types of piles with two thicknesses.
Types "B" and "C" piles (corner piles) are of reinforced concrete construction, and Type "A" is of prestressed
Compacted Fill
of the contract documents.
(
M in.
)
1’
-0"
concrete construction. The piles shall be manufactured, cured and installed in accordance with the requirements
MATERIALS: (for materials not listed refer to the Specifications)
CONCRETE
Class:
V (Special) for slightly and moderately aggressive environments
V (Special w/ Silica Fume) for extremely aggressive environment
Plastic Filter Fabric
(Continuous)
Sheet pile
Unit weight:
150 pcf
Modulus of Elasticity:
Based on the use of Florida limerock concrete
REINFORCING STEEL
ASTM A615 Grade 60
PRESTRESSING STEEL
ASTM A416 Grade 270 (Low-Relaxation Strand)
Existing Ground
(Mud Line)
CROSS REFERENCES:
DESIGN PARAMETERS:
For Dimensions L and X see Sheet
Type "A"
1’
-8"
Pile Data Table in Structures Plans.
Concrete Compressive Strength at release of prestressing:
4000 psi minimum
Uniform compression after prestressing losses:
1000 psi minimum
Pick-up, Storage and Transportation:
0.0 psi tension with 1.5 times pile self weight
Types "B" & "C"
Bottom of Dim. X
Pick-up, Storage and Transportation:
Minimum compressive strength f’ci = 4000 psi required.
and Filter Fabric
ENVIRONMENT:
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The pile designs are applicable to all Environments.
SECTION THRU BULKHEAD
PLASTIC FILTER FABRIC:
(Showing Plastic Filter Fabric)
The plastic filter fabric shall extend to the bottom of the "X" dimension.
PILE PICK-UP AND HANDLING:
Type "A"
Grout (Typ.) (See Specifications)
~
Pick-up of pile may be either a single point pick-up or a two point pick-up as shown below.
Types "B" & "C"
2’-6"
Two point pick-up for lifting out of forms & two point support for storage & transportation.
Type "A" (Typ.)
Single point pick-up for installation only.
PILE FIT-UP:
~
90
The 2’-6" Sheet Pile dimension is nominal. This dimension may be shortened by the Manufacturer up to b" to
allow for Sheet Pile fit-up in its final position. Minimum Sheet Pile width is 2’-5b". No changes shall be made
to the tongues or grooves.
Type "A"
Type "A"
Type "A"
Type "C"
Starter Pile
Type "B"
Plastic Filter Fabric
DETAIL "A"
(Cap and Anchoring System Not Shown)
(Section Taken Above Dimension X)
NOTE: Detail "A" shows a Part-Plan View of an assumed bulkhead.
See Bulkhead plans for actual Plan View.
1’-3"
»¿ Pile and
Starter Pile
Single Point
rd960rh
2 Point Pick-up, Tie Down and Support Points
Pick-up
1’-3"
T
1
y
C
o pi ’-3
r
"
n ca
e
l
r
f
o
P
il r
e
s
11:
47:
40 AM
0.21 L
DETAIL "A"
0.58 L
0.21 L
L
PILE STORAGE AND TRANSPORTATION SUPPORT DETAILS
12/30/2011
(Section Taken Below Dimension X)
LAST
REVISION
01/01/11
REVISIO N
NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
1
BAR BENDING DIAGRAMS
L
4" (Typ.)
11"
X
(Typ.)
Slope only on the tongue side
10"
S2
Bar S5
Bar S4
45
S1
"
Bars
"
0
’1
Bars
BAR A
4b "
1’-6
S5
1’-10
"
"
S6
11"
S7
1’-7 "
B
T=10 in.
4"
T=12 in.
6"
7"
B
2-PIECE
6 sp. @ 4"
2’-2"
S4
DIMENSION B
B
A
"
1’-9b "
S3
A
Varies
1’-11
S2
A
Pick-up Strand(S)
1’
-0
11"
(
Typ.
)
S1
B
Strands
1’
-3"
2 ~ Bars A
DIMENSION A
(Typ.)
Prestressed
(
M in. Lap)
A
Spaced at 1’-0" Maximum
3 "
6 sp. @ 4"
1-PIECE
BAR S
Spacing for
Bars S
NOTES:
TYPICAL PILE
1. Intermediate Prestress Strands not shown in Elevations and Sections.
T(in.)
Y(in.)
11"
X
10
»
Z(in.)
3.
12
»
3
Bars A are #5 and Bars S are #4.
4. At the Contractor’s option Bars S may be fabricated as a two piece bar
as shown in the Bar Bending Diagram.
5. The Contractor may use Deformed Welded Wire Reinforcement conforming to
4
(Typ.)
specification ASTM A497 in lieu of Bars A and Bars S if the wire size and
spacing provide the same area of reinforcing steel per foot as the Bars shown.
10"
2 "
D
(Typ.)
Bars A
(
Strands)
(Typ.)
Bars S2
3" Cover
n sp. @
D
Bars S1
3" Cover
T
See Detail "D"
2’
-6"
2 "
n sp. @
"
1’
-0
2’
-6"
Bar S7
Bar S6
Bars A
n sp. @
S2
See Detail "E"
2’
-6"
Bars
S3
(
Strands)
Strand(S)
Bars
D
11"
Pick-up
T
2" Cover
T
See Detail "D"
(
Strands)
B
Strands
2" Cover
(Typ.)
Prestressed
2 ~ Bars A
6. For Dimensions L and X see Sheet Pile Data Table in Structures Plans.
2" Cover
C
(
Typ.
)
Bars S3
3" Cover
(Typ.)
6 sp. @ 4"
Spaced at 1’-0" Maximum
6 sp. @ 4"
3 "
SECTION A-A
Y
STARTER PILE
3
b" 2
Thickness
(in.)
L
T=10 in.
0.5
28’-0"
6
0.6
27’-0"
4
0.5
31’-0"
7
0.6
30’-0"
5
T=12 in.
n
D
(in.)
3
5
2
4
TOTAL # OF
STRANDS
"
Y
Z
b"
b"
4"
3"
2"
2 "
SECTION C-C
Z
b"
* STRESS
SECTION
MODULUS (in.‡)
(psi)
14
500
1150
10
500
1160
16
720
1100
12
720
1160
2 "
MAXIMUM
"
SECTION B-B
2"
rd960rh
11:
47:
41 AM
STRAND DIA.
2"
Spacing for
Bars S
Wall
Cover
4b "
7"
B
Cover
2 ~ Bars A
C
Cover
Bars A
2"
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dgn
2. All bar dimensions are out-to-out.
SHEET PILE DIMENSIONS
L
12/30/2011
* Unit Prestress after losses.
DETAIL "D"
DETAIL "E"
(Typical Tongue)
(Typical Groove)
LAST
REVISION
01/01/11
REVISIO N
TYPE "A" STANDARD SECTION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
2
L
See Detail "D"
Slope only on tongue side
11" Slope is to
11"
this point
C
T
X
2’-2"
Bars A3
B
Bars A1
Bars A2
7"
Bars A2
A
Bars A1
Bars A2
Bars A1
Bars A3
Bars A3
"
-3
1’
Bars A3
Bars S3
Bars A4
S2
Bars A3
Bars A4
Bars A4
S1
4"
Bars S1
Bars A4
Bars S2
Bars A4
Pick-up Strand(s)
Bars A4
Bars A4
Bars A4
Bars A4
Bars S4
Bars A4
Bars A4
1’
-3
"
Bars A4
3" Cover (Typ.)
3" Cover
(Typ.)
SECTION A-A
T
A
Bars A4
B
C
SECTION B-B
T
10"
bT
VIEW C-C
4 "
6 sp. @ 4"
Spaced @ 1’-0" Maximum
6 sp. @ 4"
3 "
R3
R4
R5
R6
"
1’-6b "
2b "
5"
S2
1’-1b "
9
"
1’-8
2b "
4b "
"
4
"
5b "
R7
R8
5b "
4 "
5
4 "
"
BAR MARK
R1
S1
11b "
S2
30
1’-1
"
2"
R3
R4
10"
1’-6"
3b "
R5
R6
7"
10"
1’-8 "
3b "
6b "
»¿
1’-5
2"
7"
4
R7
R8
"
5
"
6"
5 "
5
"
6"
4
4b "
T (in.)
30
S3
S4
11 "
4 "
S1
11b "
8"
S2
1’-1
1’-6"
8"
11 "
"
8"
1’-1
"
1 "
1
1’-5
"
4"
1’-4"
4"
"
5"
4b "
4b "
5"
3
5b "
4b "
"
6b "
S3
11b "
"
2b "
6 "
S4
11b "
4"
1’-1 "
2 "
7"
8"
4"
S1
1’-0"
8b "
1’-3 "
5 "
7b "
8"
7b "
5"
3
"
2b "
8 "
6 "
8b "
5 "
S2
1’-2 "
8b "
1’-5b "
5 "
6b "
7 "
5b "
S3
1’-0"
7"
1’-4"
3"
7b "
6
7"
S4
1’-0"
3b "
4"
45
7 "
"
8b "
5 "
S3
11b "
6
"
1’-4"
S4
11b "
3b "
1’-0"
3"
S1
1’-0"
6"
1’-0
"
5 "
S2
1’-2"
6"
1’-2
"
5 "
S3
1’-0"
4
1’-1b "
3 "
6"
S4
1’-0"
2b "
10"
4b "
6"
5b "
5b "
6
6
"
"
"
7"
7 "
6"
4
"
11
"
3
"
7b "
5"
3b "
9"
7 "
10 "
3"
S1
1’-0b "
6 "
11
"
7"
8
10b "
3"
S2
1’-2
6 "
1’-2"
7"
5 "
S3
1’-0b "
5"
1’-1b "
4"
8"
8"
9"
7"
7b "
S4
1’-0b "
2b "
9b "
5b "
8"
5b "
4 "
9 "
"
"
8"
6
"
6
"
8"
10
"
4"
10
"
4"
Y (in.)
Z (in.)
12
3
4
3
4
b"
Z
b"
4"
bT
Z
3b "
5"
10
3"
45
2 "
SHEET PILE DIMENSIONS
Bars A1 or A4
"
R2
Bars S
2
bT
T
60
60
"
8
8"
5
"
4"
"
DETAIL "D"
NOTES:
R6
4"
R5
R6
(
Typ.
)
4"
(
Typ.
)
1. This drawing includes details for precast concrete corner piles for 10"
R5
R5
and 12" thick sheet pile systems. The details apply equally to both thicknesses.
R6
2. The bar configurations shown in Sections A-A and B-B shall be used for
angles between 15 and 75. For angles not shown, the reinforcing bar
3. All bar dimensions are out-to-out.
R3
R1
R3
R1
R3
R1
dimensions may be interpolated or extrapolated from the stirrup dimensions shown.
Varies
4.
Bars A are #8 and Bars S are #4.
5. Values for Stirrup Dimensions are shown for equal to 30, 45 & 60 only.
R2
R2
6. At the Contractor’s option Bars S may be fabricated as a 2 piece bar with
12/30/2011
R7
R8
45
R7
R8
R4
R4
R4
R2
rd960rh
R2
9
b"
Bars A2
STIRRUP DIMENSIONS (T = 12")
"
0
’1
11:
47:
42 AM
R1
11 "
Y
"
2"
Co
ve
r
BAR BENDING DIAGRAMS
S1
2
2"
r
ve
Co
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dgn
(TYPE "B" PILE)
BAR MARK
» ¿
b"
Bars S
ELEVATION
STIRRUP DIMENSIONS (T = 10")
bT
Y
Spacing for
R7
R8
BAR A2
a minimum lap length of 1’-6", as shown in Bar Bending Diagrams.
7. If Type "B" pile is used as a Starter Pile show tongue on both sides of pile
from Dim. X down. Show dimensions for Bars S2, S3 & S4 in shop drawings.
8. If tongue must be on the opposite side from that shown all dimensions and Bars A,
S2, S3 and S4 will be the same but opposite hand.
9. For Dimensions L, X and Angle , see Sheet Pile Data Table in Structures Plans.
1 - PIECE
2 - PIECE
BARS S3 & S4
TYPE "B" - VARIABLE ANGLE CORNER PILE
LAST
REVISION
01/01/11
REVISIO N
BARS S1 & S2
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
3
here if T=12"
B
C
D
See Section C-C
Bars A1
2 ~ Bars A2
10"
A
Bar A4
T
(Typ.)
Bars S3
** Bar A4
T
Bar A5
1’
-9"
Bar A5
1’
-8"
1’
-9"
Bars S1
1’
-8"
T
S2
* Bar A4
* Bar A4
Bars S4
Section C-C
3" Cover
Bars A1
Bars S5
See
2"
X
(
Typ.
)
2’-2"
Bar A6
Pick-up
Bars A2
** Bar A4
Bar A6
T
"
This A4 bar ends
T
For 12" Pile
10
1’-4"
For 10" Pile
L
Strand(s)
For 12" Pile
For 10" Pile
Bars A5
3"
1’-8"
D
(Typ.)
1’-9"
C
Bars A3
Bars S2
Bars A3
Bars A3
7"
2" (Typ.)
A
B
3" Cover
Bars S1
END VIEW
4"
Spaced @ 1’-0" Maximum
6 sp. @ 4"
3 "
6 sp. @ 4"
Spacing for
SECTION A-A
1’-8"
For 10" Pile
1’-9"
For 12" Pile
SECTION B-B
Bars S
ELEVATION
* This Bar A4 shall be 1’-2" shorter than other A4 bars for T = 12".
(TYPE "C" PILE)
Bars A2
** This Bar A4 (not shown in elevation) is included only if T = 12".
T
"
BAR BENDING DIAGRAMS
Bar S2
Y
Bar S3
Bar A5
2
"
R2
STIRRUP DIMENSIONS
R3
b"
T (in.)
Bar S4
BAR MARK
R1
S1
7"
R2
R2
b"
R3
10
Bar A6
8"
4
"
7 "
4
"
S4
5b "
6b "
4
"
S5
4
5
"
4
"
4
"
12
Bars S2
S1
9"
S2
9"
7"
6
"
S3
8 "
6 "
6
"
S4
7b "
5b "
6
"
S5
6
4
6
"
9"
6"
6"
5"
5"
1’-3"
For 10" Pile
1’-3"
For 12" Pile
For 12" Pile
3"
b"
T
For 10" Pile
45
-
(Bars A2 only)
BARS A
Bar S2
Bar S3
Bar A5
Note: All Bar dimensions are out-to-out.
SHEET PILE DIMENSIONS
Bar S4
Bar A4
T (in.)
10
12
Y (in.)
Z (in.)
SECTION C-C (T=10" or 12")
Bar A6
NOTES:
1. All bar dimensions are out-to-out.
Bar S5
Bars
3
4
A3
rd960rh
"
"
0
Z
2 "
»¿ Bul
"
Varies
1’-2"
’
1
4"
Bars A2
Bar A6
STIRRUPS S
0" A5
"
3b "A3
Bars A3
Bar A4
4"
7"
6 "
2b " A4
SECTION D-D (T=10")
b"
S2
S3
4b "A2 & A6
** Bar A4
7"
90
1’
-3"
1’
-3"
Bars A2
"
4"
*Bar A4
Bar A5
5
R1
Bar S5
A3
2"
2"
Bars
Z
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dgn
Bar A4
3
Y
3
4
2.
Bars A are #8 and Bars S are #4.
3. This drawing includes information for precast Corner Piles for 10" and 12"
thick Sheet Pile systems. The details apply to both thicknesses but the bar
configurations change slightly according to the thickness values used.
4. If Type "C" pile is used as a Starter Pile show tongue on both sides of
11:
47:
43 AM
pile from Dim. X down. Show dimensions for Bars S2, S3, S4 & S5 in
shop drawings.
5. If tongue must be on opposite side (Groove Side) from that shown,
all dimensions and reinforcement shall follow the corresponding Tongue
or Groove side.
12/30/2011
SECTION D-D (T=12")
6. For Dimensions L and X see Sheet Pile Data Table in Structures Plans.
LAST
REVISION
01/01/11
REVISIO N
TYPE "C" - RIGHT ANGLE CORNER PILE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
4