FDOT DESIGN STANDARDS FY 2012/2013

NOTES
A. DESIGN SPECIFICATIONS:
J. SOUND BARRIER WALL NOTES:
1. AASHTO LRFD Specifications for Highway Bridges.
1. Distance between piles shall be a maximum of 20 ft. from centerline to centerline. This Index allows for either
2. FDOT Structures Manual (Current Edition).
10 or 20 ft. post spacing.
3. Florida Department of Transportation’s Plans Preparation Manual, Volume I (Current Edition).
The typical panel system depicted is based on 20 ft. post spacing.
2. Walls greater than 12 ft. in height shall consist of 2 or 3 stacked panels (upper and lower), each less than 12 ft.
in height. The height of the upper panel shall be a minimum 8 ft. or greater as necessary to accomodate any graphics
B. DESIGN CRITERIA:
(if applicable). The lower panel(s) shall be a minimum of 4 ft. in height. Walls equal to or less than 12 ft. in
The Precast Sound Barriers are pre-designed and based on the criteria in the Structures
height shall consist of either a single panel or 2 stacked panels with the upper panel sized to accomodate graphics
Manual, Volume I.
(if applicable).
3. Horizontal panel joints shall be located outside of the graphics (if applicable). Horizontal panel joints shall
C. CONCRETE AND GROUT:
be held at a constant elevation for a given wall, where possible.
1. Concrete Class and Compressive Strength:
4. Posts shall be "H" type cross-section with panels installed from above.
a. Cast-in-Place Collars: Class IV (f’c = 5500 psi)
5. Shimming of wall panels above the pile collar, beneath the bearing pads is permitted up to a maximum of 1b"
b. Precast Panels, Collars and Post Caps: Class IV (f’c = 5500 psi)
height. Shims must be either stainless steel (Type 304 or 316) or engineered polymer (copolymer or multipolymer)
c. Posts: Class IV (f’c = 5500 psi)
plastic. Plastic shims must have a minimum compressive strength of 8,000 psi without any fractures. Stacking of
2. Grout for Auger Cast Piling:
shims is permitted as follows:
a. Maximum Working Compressive Strength = 2200 psi
»¿a. For shimming height of 1" or less, provide up to 4 ~ ˘" shi
b. Minimum 28 Day Strength = 5500 psi
»¿b. For shimming heights greater than 1", use a minimum ˘" thick single shim and up to 3 ~ ˘" shi
3. Minimum Compressive Strength for Form Removal and Handling of Posts and Panels:
Stacked shim plates must be bonded together with a compatible epoxy adhesive.
a. 2,500 psi for horizontally cast post and panels.
b. 2,000 psi for vertically cast panels or when tilt-up form tables are used for horizontally cast panels.
K. COST SAVINGS INITIATIVE PROPOSAL (CSIP) OR CONTRACTOR REDESIGN:
1. In no case will CSIP or Contractor Redesigns be allowed for concrete sound barriers.
D. REINFORCING STEEL:
1. In addition to the requirements of Specification Section 415, tie post and pile stirrups at the following
locations as a minimum:
a. Post Stirrups - Tie at all four corner bars and at every third interior bar intersection.
b. Pile Stirrups - Tie to the main vertical reinforcing at alternate intersections for circular configurations
and for rectangular configurations at the four corners and at every third interior bar intersection.
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-01of16.
dgn
E. SURFACE FINISHES:
1. See SOUND BARRIER DATA TABLES in the Plans for project requirements.
F. PILING:
Construct Auger Cast Piling in accordance with the Plans and Specification Section 455.
G. UTILITIES:
Field verify the locations of all overhead and underground utilities shown in the Wall Control Drawings.
H. NEOPRENE PADS AND RESILIENT PADS:
1. Neoprene Pads for Panel Bearing Points Between the Stacked Panels:
The Neoprene pads for the panel bearing points shall be Plain Pads, Grade 50 durometer hardness in
accordance with Specifications Sections 932-2.1.
2. Neoprene Pads for Collar Bearing Points:
Neoprene Pads shall be Fiber Reinforced Pads, with a durometer hardness between Grade 50 and
Grade 80, in accordance with Specification Section 932-2.1. Plain Pads may be substituted for Fiber
Reinforced Pads when sufficient bearing area is available on the concrete collar, as follows:
a. 10’ post spacing: 4" x 4" x b" Plain Pads, Grade 50 durometer hardness.
b. 20’ post spacing and < 18’ wall height: 4" x 4" x b" Plain Pads, Grade 50 durometer hardness.
c. 20’ post spacing and = 18’ wall height: 4" x 5" x b" Plain Pads, Grade 50 durometer hardness.
I. CASTING TOLERANCES:
»¿1. Overall Height & Width: +/»¿2. Thickness: +/»¿3. Plane of side mold: +/4. Openings: +/- b"
»¿5. Out of Square:
˘" per 6 ft., but not more than ˘" total along any
»¿6. Warping: ˘" per foot distance to nearest co
7. Bowing:
1/240 panel dimension
12/30/2011
11:
46:
55 AM
rd960rh
»¿8. Surface Smoothness for Type "A" (Smooth) Surface Texture Option: +/- ˘" along a 10 ft. straighte
LAST
REVISION
01/01/12
REVISIO N
GENERAL NOTES
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
1
Type "A"
Type "F"
SMOOTH
PEA GRAVEL
b"
Random
" -
"
Gravel Texture
Type "G"
Type "B"
VERTICAL FRACTURED FIN
ASHLAR STONE
" Back Face
1 " Front Face
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-02of16.
dgn
1" o.c.
Varies
"
Typ.
" to 1 "
Type "C"
Type "H"
SPLIT FACE RUNNING BOND BLOCK
TRAPEZOID VERTICAL FINS W/ FRACTURED
" Mortar
"
Joint
FACE (COLORADO DRAG AGGREGATE)
1 "
4" o.c.
Amplitude
8" x 16"
1:15 Min.
Running Bond Block
Bevel
Type "D"
Type "I"
FRACTURED GRANITE
CUT CORAL BLOCK (RUNNING BOND)
" Mortar
" Depth
Joint
"
Amplitude
Running
Bond Block:
12" x (12", 14", 16" & 12")
6" x (21", 10" & 23")
12" x (9", 10", 21" & 14")
6" x (16", 14" & 24")
(1st course)
(2nd course)
(3rd course)
(4th course)
Type "E"
WIRE-CUT BRICK
b " Max.
" Depth
NOTES:
Mortar Joint
rd960rh
1. Surfaces shall be formed, rolled, or pressed using form
liners in accordance with the Plans and Specifications
(Class 3 Surface Finish).
2b " x 7b "
Running Bond Brick
2. See Sound Barrier Data Tables for project aesthetic
12/30/2011
11:
46:
56 AM
requirements.
LAST
REVISION
01/01/12
REVISIO N
TEXTURE OPTIONS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
2
»¿
»¿Symmetric about
Back Face Panel Texture
(Formed, Rolled or Pressed
10’-0" Max.
into Plastic Concrete)
Precast wall panel
Front Face Panel
Texture (Formed)
Varies (
12’
-0" M ax.
, 8’
-0" M in.
)
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-03of16.
dgn
Upper Panel
Top of Panels
Se
c
o
n
dl
a
y
e
rs
u
r
f
a
c
ef
o
r
g
r
a
p
h
i
cd
e
s
i
g
n(
o
p
t
i
o
n
a
l
)
Sealed cavity
Horizontal
Single layer flat surface attached to form liner for casting
smooth areas of wall design. See graphic drawings. Joints
" Max.
between flat surface and form liner to be sealed watertight.
Form liner
joint between
stacked panels
TYPICAL FORMING DETAIL
(Front Face Panel Texture Type "H" shown)
Lower Panel
Varies (
12’
-0" M ax.
, 4’
-0" M in.
)
(Back Face Panel Texture Type "D" shown)
NOTES:
1. Contractor shall submit specific form liner samples for
approval by the Engineer.
2. Textures and graphics shown are for demonstration
purposes only. See Sound Barrier Data Tables for project
rd960rh
specific texture and graphic requirements.
HALF ELEVATION
11:
47:
04 AM
(Front Face Panel Texture Type "H" and Front Face Post Texture Type "H" Shown.)
(Graphic Type SE-2 Shown.)
12/30/2011
(Two stacked panels shown, 3 stacked panels similar)
LAST
REVISION
01/01/12
REVISIO N
GRAPHICS & TEXTURE DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
3
"
5"
1 "
Max.
Max.
»¿ Post &
»¿ Post &
20’-0" Max.
»¿ b " X 1’-4" X
1" Polyethylene
Precast Post Cap (when required)
"
Neoprene Pads
Top of wall elevation
5’-0"
b"
5’-0"
rod (continuous)
Top Panel
2 ~ 1 b " x 6" x
" Neoprene Pads (shown)
or 1 ~ 4" x 6" x
" Neoprene Pad
A
SECTION A-A
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-04of16.
dgn
B
Bottom Panel
B
A
Post
(Typ.)
Bottom of wall elevation
Finished Grade
6" Min.
Collar (Typ.)
Collar (Typ.)
1’-6" Max.
Auger Cast
Auger Cast
Pile (Typ.)
Pile (Typ.)
2 ~ 1 b " x 6" x
showing Post without Post Cap
showing Post with Post Cap
" Neoprene Pad
6"
»¿ V-Gro
1" Polyethylene
2b "
Half Elevation
" Neoprene Pads (shown)
Rod
1b "
TYPICAL ELEVATION
b"
1"
Half Elevation
b"
1b "
or 1 ~ 4" x 6" x
»¿1" Polyethy
Rod (continuous)
»¿ Neopren
12/30/2011
11:
47:
05 AM
rd960rh
SECTION B-B
LAST
REVISION
01/01/11
REVISIO N
TYPICAL DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
4
Precast Cap
»¿4˘" (M
"
1
2"
Max.
Chamfer
Top of Panel
shown)
1 "
Max.
(Typ.)
2"
18’-4b" Max.
Varies
»¿4˘" (M
Top of post
(Type "B"
5"
(
M in.
)
E
Top Panel
D
Top Panel
Panel H eight (
H)
(
See Notes on Sheet 1)
D
* Vertical Steel ~ #4 Bars @ 10"
Texture
(As=0.24 in.†/ft.) (Typ.)
Texture
Non-Roadway
PRECAST POST CAP DETAIL
Front Face
Face (Back Face)
NOTE: See plans for Post Cap requirements.
NOTE:
See Sheet 13 for Post Cap details.
At the Contractors Option, Smooth or
Deformed Welded Wire Reinforcement
may be used (equal area).
»¿ Post &
See
Detail "A"
Horizontal Steel ~ #4 Bars @ 8" (As=0.30 in.†/ft.) (Typ.)
Top of wall and post
when post caps
Varies
are not required
F
F
Top Panel
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-05of16.
dgn
E
SECTION E-E
TYPICAL PANEL ELEVATION
Top Panel
* In lieu of utilizing the pick up points below, panels may be cast vertically or cast horizontally
then tilted upright using tilt-tables prior to lifting from form.
In this case, the vertical steel
may be reduced to #4 Bars @ 1’-3" (As=0.15 in.†/ft.).
ELEVATION STEP AT TOP OF WALL
Panel Length (L)
0.207 L
0.586 L
0.207 L
"
5"
1 "
Max.
X
Bottom Panel
b"
Varies
4" x 4" x b"
Neoprene Pads (Typ.)
0.
586 H
Panel H eight (
H)
»¿ Post &
Bottom Panel
X
0.
207 H
Max.
(See Note H on
Sheet 1)
Pick up points
1
2"
Min. ~ 4" Max.
2 Eq. Sp.
X
X
2 Eq. Sp.
11:
47:
06 AM
rd960rh
0.
207 H
DETAIL "A"
Auger Cast Pile
REQUIRED PICK UP POINTS FOR PANELS
(Panels shall be rotated about long axis only)
12/30/2011
ELEVATION STEP AT BOTTOM OF WALL
LAST
REVISION
01/01/11
REVISIO N
TYPICAL PANEL DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
5
R/W Line
See Detail "B"
Varies
Non-roadway face
of wall Back Face
»¿ Post &
4’
-0" M in.
»¿ Post &
19’-2" Max.
Panel Texture (*)
5" (Typ.)
1 " Max. (Typ.)
1 " Max. (Typ.)
SECTION D-D
Roadway face of wall
Front Face Panel Texture
(Formed)
Roadway face of wall
2 Equal spaces
Front Face Post Texture
(Formed)
20’-0" Max.
* Texture may be Formed,
Rolled or Pressed into
Plastic Concrete.
PLAN
1" Wide V-Groove
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-06of16.
dgn
»¿ V G
See Detail "2" for panel dimensions
See Detail "1" for panel dimensions
2
2
90-
SECTION F-F
2 Equal spaces
90-
Typical Post
Typical post
CASE 1
CASE 2
(Exterior Angle)
(Interior Angle)
"
5
"
Formed, rolled or pressed
5"
Texture Back Face
» ¿
b
"
»¿ Reinforcin
"
=
R
5
5"
»¿90´
"
5"
» ¿
"
1 "
1 "
» ¿
»
»¿90´
9
R= b"
5 "
9 "
5 "
M ax.
9
» ¿
1 "
rd960rh
5"
5"
5"
4 "
»¿1’-
4
"
Formed Texture
"
11:
47:
06 AM
DETAIL "1"
Front Face
DETAIL "2"
NOTE: The shop drawings shall include
specific pivoting point details of
PIVOTING POINT DETAILS
panel ends at locations where the
»¿
deflection angle (2˛) between pa
(Typical both ends)
12/30/2011
exceeds 7.
DETAIL "B"
LAST
REVISION
01/01/11
REVISIO N
FLUSH PANEL END DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
6
See Detail "B"
19’-2" Max.
Varies
»¿ Post &
Non-roadway face of
wall Back Face
Panel Texture (*)
4’
-0" M in.
R/W Line
»¿ Post &
3
4"
Max.
(Typ.)
5" (Typ.)
SECTION D-D
114" Max. (Typ.)
Roadway face of wall
114" Max.
(Typ.)
2 Equal spaces
Roadway face of wall
Front Face Panel Texture
(Formed)
Front Face Post Texture
(Formed)
* Texture may be Formed,
20’-0" Max.
Rolled or Pressed into
Plastic Concrete.
PLAN
1" Wide V-Groove
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-07of16.
dgn
»¿ V-G
»¿
SECTION F-F
»
See Detail "I"
2 Equal spaces
»
See Detail "I"
Typical Post
CASE 1
Chamfer as
(Interior Angle)
Required
Formed, Rolled or Pressed Texture
Back Face
»¿ Reinforcin
Typical Post
»
»
See Detail "I"
5"
(Back Face Chamfer Shown
5"
DETAIL "I"
See Detail "I"
R= 12"
Front Face Chamfer Similar)
6" Typ.
Formed Texture
rd960rh
Front Face
»¿
DETAIL "B"
NOTE:
The shop drawings shall include
11:
47:
07 AM
CASE 2
(Exterior Angle)
(Typical both ends)
specific pivoting point details of
panel ends at locations where the
»¿deflection angle (2˛´) be
panels exceeds 20.
12/30/2011
PIVOTING POINT DETAILS
LAST
REVISION
01/01/11
REVISIO N
RECESSED PANEL END DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
7
19’-2" Max.
9’-7" Max.
19’-2" Max.
9’-7" Max.
»¿
Panel H eight
G
Varies
3
’
(T -4
"
y
p
.)
Grating recessed with
2" Clear
back face of wall (Typ.)
H
(Typ.)
4’-2" Max.
4’-2"
3’-4"
3’-4"
Opening
4’-2" Max.
Opening
#4 Bars (Typ.)
2" Cl.
Bottom of
Bottom Panel
A 10"
G
B 1’-1"
H
#4 Bars (Typ.)
Bottom of
3
’
(T -4
"
y
p
.)
Varies
10"
(Typ.)
Bottom Panel
C 1’-4"
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-08of16.
dgn
FIRE HOSE ACCESS HOLE TYPICAL DETAIL
114"
(Front Face of Wall Shown)
5"
(Front Face of Wall Shown)
Max.
(Flush Panel Option Shown
(Flush Panel Option Shown
Recessed Panel Option Similar)
Recessed Panel Option Similar)
Precast Panel
See Grating Detail
NOTE: Fire Hose Access Point to be located
NOTE: Hole Types A, B, C and D refer to distance from bottom
at or near fire hydrants
of panel
to center of opening.
See Wall Control
Drawings.
to drain to holes.
5"
3’-714"
Max.
1
4"
Bottom
1"
1’
-0"
(Typ.)
3
8"
X 1’-6" X 1’-6"
258"
X 18"
Louvers (Typ.)
X 3"
Expansion Anchor
J
3
16
(Vandal Proof Typ.)
of Panel
Square Recess in Wall
Recessed Panel Option Similar)
4’
-0"
3
8"
1’
-114"
SECTION H-H
(Flush Panel Option Shown
9
Plug (See Plug Detail)
Provide 1" X 1’-4" X 1’-4"
3
4"
Neoprene Diaphragm
Outside
H ole
114"
1
Typ.
)
2" (
Grade behind wall
»¿ Expa
Anchors (Typ.)
45
(Typ.)
thick Neoprene Plug with
Slotted Diaphragm Grade 70
Durometer hardness
1
2"
2" X
L 2" X 2" X 14" (Typ.)
Hole
(Typ.)
2"
1
4"
3’-334"
1
8"
Bar
(Outside)
J
2" Hole
rd960rh
Bottom
of Panel
1
4"
X 3" Min.
Anchor Pin Typ.
1’
-6"
60
(Typ.)
(2" Min. Edge Distance)
(Flush Panel Option Shown
SECTION J-J
GRATING DETAIL
NOTES:
SECTION G-G
Grating shall be ASTM A 36 steel and shall be hot dip galvanized after assembly in
accordance with ASTM Specification A 123.
5" (Typ.)
Recessed Panel Option Similar)
Expansion anchors shall be in accordance with ASTM A 307 (Galvanized).
1’-6"
Welding shall be in accordance with the current edition of the ANSI/AWS D1.1 Welding Code.
12/30/2011
11:
47:
08 AM
DRAINAGE HOLES TYPES A, B, C & D
D 2’-8"
PLUG DETAIL
LAST
REVISION
01/01/11
REVISIO N
FIRE HOSE ACCESS HOLE & DRAINAGE DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
8
3"
* Top of Wall
* Top of Wall
Top of
Finished Grade
Collar,
C
Bars P9 @ 3"
8"
C
3 equal sp.
2’
-4"
1’
-6"
Elev. A
1
2"
7
3"
B
B
Top of
Collar,
Elev. A
1’
-434"
(Typ.)
712" M ax. sp.
Bars P1
534"
Bars P9
(Typ.)
Bars P1 (Staggered)
Staggered
Bars P9
2 Equal sp.
Bars A
Bars P1 @
4"
Cover
3"
»¿
Bars A
Wall
2" Cover
SECTION A-A
er
v
Co
4"
(H Section)
M ax.
1 ~ Bar P10
Top of Collar per Plan
A
6" 3" 712"
are shown in plans
Dim . A
panel when post caps
(See Note 3)
(
See Note 2)
top of high side wall
(H Section)
A
1’
-6"
*Post Length plus 1’
-6" (
H Section) (
See Note 3)
* Extend Post 2" above
M ax.
3’-6" Collar
»¿ Post, Pile & C
Precast Post
1’-6"
2’-6"
Auger Cast Pile
1’-6"
3"
Bars A
4 Equal sp.
3"
4"
2’-6"
Bars P2
(Typ.)
1’
-434"
(Typ.)
Bars P1 (Staggered)
Cast Pile
Bars A
Bars B
Bars P2
(Typ.)
Bars B
Bars A
2" Cover
»¿ Noise
SECTION B-B
(H Section)
Bars P2
Bars A
"
4
r
ve )
o n.
C
i
(M
»¿
Bars B
1’-6"
& Wall
Back Face
D
1
4"
of Post
512"
D
2’-6" Auger
1’-0"
1’
-0" M ax.
Bars B
Bars A
3
5 4"
Bars P2 @
Bars A
Bars B
Pile Length m inus 2’
-0" (
See Note 1)
Auger Cast Pile
Total Length (
Varies)
Top of
Pile Length (
See Note 1)
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-09of16.
dgn
SECTION C-C
Bars B
Cover
SECTION D-D
GROUND MOUNTED POST REINFORCEMENT
(Prior to placement in augered hole)
01/01/12
REVISIO N
(Standard ’H’ Post Shown, 45 & 90 Corner Posts Similar)
LAST
1
4"
512"
2"
6"
M in.
11:
47:
08 AM
12/30/2011
Hole per Plan
POST IN AUGERED HOLE
NOTES:
1. For Table of Reinforcing Steel Sizes and
Post & Pile Lengths, see Sheet Nos. 15 & 16.
Roadway Face of wall
»¿
Bottom of Augered
REVISION
514"
(Typ.)
114"
rd960rh
Cast Pile
M ax.
1’
-434"
R= 12"
2’-6" Auger
2. For Dim. A, see Sheet Nos. 15 & 16.
3. For Precast Collar Option, see Sheet No. 10.
Front Face Post
Texture (Formed)
TYPICAL POST SECTION
(H Section)
PILE & POST REINFORCING STEEL (CAST-IN-PLACE COLLAR OPTION)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
9
3"
Collar,
Cast Pile
Elev. A
1’
-6"
E
E
2’-6"
Bars P2
(Typ.)
D
712"
712" M ax.
Bars P1 @
Staggered
3"
1’-8"
4 Equal sp.
312"
3"
1’-1"
312"
Bars B
Bars B
Bars A
Bars A
Bars P2
Bars P2
Bars A
Bars A
Bars B
Bars B
Bars B
2" Cover
Bars P2
(Typ.)
1’
-0" M ax.
Pile Length (
See Note 1)
Bars B
Bars A
Pile Length m inus 6" (
See Note 1)
Bars A
1’-6"
3
4"
Top of
Top of Auger
112" M ax.
B
2" Cover
SECTION E-E
SECTION E-E
(Rectangular Precast Collar)
(Octagonal Precast Collar)
Bars P2 @
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-10of16.
dgn
0" M in to
Grade
B
1’
-4
Collar, Elev. A
Finished
(Typ.)
1’
-434"
Top of Precast
Auger Cast Pile
Bars P1
M ax.
Top of
A
6"
are shown in plans
A
@
panel when post caps
(H Section)
Dim . A
top of high side wall
Precast Post
(
See Note 2)
* Extend Post 2" above
*Post Length (
H Section) (
See Note 3)
»¿ Post, Pile & C
M ax.
* Top of Wall
3"3"Bars P2 3"3" 712"
* Top of Wall
D
2’-6" Auger
rd960rh
Cast Pile
NOTES:
2"
6"
M in.
11:
47:
09 AM
1. For Table of Reinforcing Steel Sizes and
Post & Pile Lengths, see Sheet Nos. 15 & 16.
2. For Dim A, see Sheet Nos. 15 & 16.
3. For Sections A-A, B-B & D-D see Sheet No. 9.
Bottom of Augered
12/30/2011
Hole per Plan
PRECAST COLLAR IN AUGER CAST PILE
GROUND MOUNTED POST REINFORCEMENT
(Prior to placement in augered hole)
LAST
REVISION
01/01/12
REVISIO N
(Standard ’H’ Post Shown, 45 & 90 Corner Posts Similar)
PILE & POST REINFORCING STEEL (PRECAST COLLAR OPTION)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
10
3"
* Top of Wall
* Top of Wall
1 ~ Bar P10
4"
Bars P9
Cover
Top of
Finished Grade
Collar,
1
2"
7
2 Equal sp.
3"
Bars P3
(Typ.)
B
B
Top of
Collar,
Elev. A
Elev. A
1’
-4
Bars P1
"
Bars A
712" M ax. sp.
are shown in plans
A
Bars P1 @
*Post Length plus 1’
-6"
panel when post caps
A
3"
Bars B
»¿
Bars P9
(Typ.)
Bars P1 (Staggered)
Staggered
Dim . A
top of high side wall
(H Section)
(
See Note 1)
* Extend Post 2" above
M ax.
3’-6" Collar
»¿ Post, Pile & C
Precast Post
1’-6"
»¿
Wall
Bars P2
2" Cover
Bars A
SECTION A-A
er
v
Co
4"
F
6’
-0"
Bars B
(Typ.)
Bars P2 @
4’
-6"
Pile Length M inus 1’
-6" (
See Note 1)
Bars P3 @
4 Equal sp.
3"
SECTION G-G
Bars B
Bars A
»¿
3’-0" Auger
(Typ.)
Bars P1 (Staggered)
Cast Pile
Bars A
Bars P2
Bars B
(Typ.)
2"
1’
-0" M ax.
Pile Length (
See Note 1)
2" Cover
»¿ Noise
SECTION B-B
(H Section)
POST REINFORCEMENT
10 - #9 Bars
(Prior to placement in augered pile)
spaced equally
around Bar P3
er
v
Co
4"
»¿
(Typ.)
1’-6"
& Wall
Back Face
H
Bars P3
Bars B
"
H
5b "
of Post
(Typ.)
Bars A
5 "
"
R= b"
1’
-4
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-11of16.
dgn
Bars P3
3"
"
Bars A
4"
Cover
Auger Cast Pile
1’-6"
1’
-4
F
3’-0"
3 equal sp.
G
Bars B
M ax.
6" 3" 712"
1’
-6"
Bars P9 @
5 equal sp.
2"
2’
-4"
1’
-6"
(H Section)
G
Bars A
Bars A
SECTION H-H
1 "
Cast Pile
"
Bars P2
Bars A
NOTES:
2"
Bottom of
M in.
Hole per Plan
Roadway Face of wall
6"
11:
47:
10 AM
Augered
Bars B
»¿
1. For Post and Pile Lengths, Table of Reinforcing
Steel, and Dim. A see Sheet 15 or 16.
Front Face Post
Texture (Formed)
TYPICAL POST SECTION
POST IN AUGERED HOLE
2. For Precast Collar Option see Sheet 12.
SECTION F-F
(Modified H Section)
(H Section)
(Post reinforcing steel not shown for clarity)
(Standard ’H’ Post Shown, 45 & 90 Corner Posts Similar)
C-I-P COLLAR FOR PILE/POST CONNECTION: LOW CLEARANCE OPTION
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
M ax.
rd960rh
Auger
5b "
3’-0"
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
11
& Precast Collar
10"
3"
(Typ.)
I
I
M ax.
712"
712" M ax.
Chamfer (Typ.)
»¿ Post,
Bars A
Post
Collar & Wall
3’-0"
Bar P1
Bar P1
Auger Cast Pile
Bars A
Bars B
»¿
Pile, Precast
Collar & Wall
J
J
M
M ax.
of 4" x 4" x b" Fiber
Reinforced Bearing Pad
(See Index No. 5200) (Typ.)
6"
Elevation A
1’-8"
@
Precast Collar,
3"3"Bars P2 3"3" 712"
Projected Location
Top of
2"
1’
-6"
M
»¿ Post,
Bars B
SECTION I-I
1’
-0"
Finished Grade
1’-6"
3b"
Bars P1
1’
-6"
Top of Auger Cast Pile
M ax.
0" M in ~
L
1b " M ax.
L
A
1’-8"
Staggered
(H Section)
A
Bars P1 @
Precast Collar
Dim . A
»¿ Post, P
Precast Post
(
See Note 1)
*Post Length (
H Section)
* Top of Wall
3"
4 Equal sp.
3"
1" Cover (Encase
in Auger Cast Pile)
Bars B
Bars A
4’
-6"
Bars P3 (Typ.)
Cast Pile
10"
& Precast Collar
Bar P2
Precast Collar
Bars P2 @
Bars A
Bars B
3’-0"
Auger Cast Pile
* 2" Cover
Bars P2
(Typ.)
SECTION J-J
»¿
Pile, Precast
2"
Auger
»¿ Post,
Bars B
1’
-0" M ax.
3’-0"
SECTION L-L
Bars A
»¿
1’ -
6’
-0"
K
3 equal sp.
Chamfer (Typ.)
K
Bars P3 @
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-12of16.
dgn
3b"
Collar & Wall
PRECAST COLLAR AND POST REINFORCEMENT
(Prior to placement in augered pile)
er
v
Co
4"
4 Equal sp.
Bars B
NOTES:
Bars A
Bars P3
1. For Post and Pile Lengths, Table of Reinforcing
10 - #9 Bars
Steel and Dim. A see Sheet 15 or 16.
rd960rh
(Typ.)
H
H
2. For C-I-P Collar Option and Section H-H, see Sheet 11.
Bar P2
Bars A
SECTION M-M
* Extend Post 2" above top of high side wall panel when
Bars B
6"
11:
47:
11 AM
2"
post caps are shown in plans.
SECTION K-K
Hole per Plan
PRECAST COLLAR IN AUGER CAST PILE
PRECAST COLLAR FOR PILE/POST CONNECTION: LOW CLEARANCE OPTION
(Collar and Post reinforcing steel not shown)
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
Bottom of Augered
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
12
1’-8"
838"
2"
4
"
1
’01
4
"
838"
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-13of16.
dgn
1’
-8"
2
4"
51
Bars B (Typ.)
67.5
Bars P7 (Pairs)
@ 712" Max. spacing
Auger Cast Pile
51
Bars A (Typ.)
Chamfer (Typ.)
8"
Eq
.s
p.
412"
9"
738"
(Typ.)
414"
512"
"
534"
thick Max.
»¿ Post &
2" Cover
1
4"
514"
1
4"
Auger Cast
Pile (2’-6" )
512"
512"
1
4"
Texture (1
»¿
Bars P9
1
4"
1 2
"
67.5
314" Chamfer
1
4"
Bars E
45
when required)
3
4"
314"
5
Bars D
thick Max.
when required)
3’-6" Collar
Radius (Typ.)
Texture (114"
»¿ Wall &
r
e
v
o
4"C
)
.
p
Ty
(
"
1 4
1
2"
45
(Typ.)
3 4
"
Bars B (Typ.)
#4 Bars (Typ.) *
D
3 4
5
"
1 4
5
2" Cover
(Typ.)
1
2"
4
’1
"
Bars A (Typ.)
R=
1 4
@ 712" Max. Spacing
Chamfer (Typ.)
"
Wall & Pile
Bars P5 (Pairs)
3
4"
1 2
5
»¿
Texture when required
10 1
738"
8"
414"
D
534"
512"
C
C
3
4"
(Typ. Both
1’-4
Sides)
»¿ Wall &
SECTION A-A
NOTES:
1. Use 3’-6" CIP Collar for all 90 corner posts, Bars P10 not
SECTION A-A
TYPICAL SECTION ABOVE PILE
required for 90 corner pile collar.
TYPICAL SECTION ABOVE PILE
2. For Post & Pile Lengths, see Sheet Nos. 15 & 16.
3. For Table of Reinforcing Steel, see Sheet Nos. 15 & 16.
4. Reduce standard panel length or adjust post spacing by 312" at
each 90 Corner Post to accommodate the Special Post dimensions.
»¿
3
4"
1’-3
2"
4
"
"
3 4
3 Equal sp.
4
"
1
’01
838"
4
’1
738"
Wall & Pile
»¿
Bar
Bars P6 (Pairs)
Bars A (Typ.)
P8
Block-out (Typ.)
Bars D
rd960rh
4"
10 1
8"
3"
Bars A (Typ.)
Chamfer (Typ.)
51
3"
8"
67.5
(Typ.)
Bars B (Typ.)
Bars B (Typ.)
Auger Cast
(Typ.)
Pile (2’-6" )
Auger Cast Pile
11:
47:
12 AM
»¿ Post &
2" Cover
51
3
4"
#4 Bars
Texture optional below
»¿
9"
& Pile
67.5
top of Collar (Typ.)
1’
-334"
(Typ.)
838"
2" Cover
»¿
Bars E
45
738"
3 Equal sp.
22.5
838"
838"
1’-434"
12/30/2011
»¿ Wall &
SECTION B-B
SECTION C-C
SECTION B-B
(Modified Base Section)
(Showing 1’-0" Block-out)
PRECAST COLLAR SECTION
90 CORNER POST
45 CORNER POST
LAST
REVISION
01/01/12
REVISIO N
SPECIAL CORNER POSTS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
13
2’-5"
Corner Cap
Corner Cap
212"
1"
1’
-0" (
Corner Cap)
2 sp. @
212"
3"
10" (
Interior Cap)
1’
-11" (
Corner Cap)
3"
212"
2 sp. @ 1’-0" (Corner Cap)
212"
10"
212"
2" Cover
3
4"
1" Recess
3"
1’-7"
3"
Interior Cap
3"
1’-11"
3"
Corner Cap
PICTORIAL VIEW
1"
7"
9"
7"
1"
Interior Cap
1"
8"
11"
8"
1"
Corner Cap
12" R (all sides)
No. 4 Bars
2" Cover
PLAN VIEW
1"
1’-11"
1"
Interior Cap
1"
2’-3"
1"
Corner Cap
No. 4 Bars
212"
1"
(Typ.)
(Type "A" Cap Shown, Type "B" & "C" Caps Similar)
1"
Chamfer (Typ.)
TYPE "A" CAP DETAILS
N
o
.
2 sp. @ 10" (Interior Cap)
Corner Cap
1" 3"
1’-11" (Corner Cap)
1"
SECTION C-C
S
3"
2’-3"
(Typ.)
3"
212"
1"
5"
1’-7" (Interior Cap)
Interior Cap
No. 4 Bars
p
a
c
in
g
4
B
a
r
s
3"
2 sp. @
3"
A
Bottom of Cap
1
2 2"
1’
-7" (
Interior Cap)
3"
3"
1"
2’
-3"
1"
1’
-11"
1"
Corner Cap
Corner Cap
Interior Cap
2’
-5"
2’
-1"
Interior Cap
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-14of16.
dgn
1" Recess in
A
1"
212"
Interior Cap
1"
(Typ.)
1’-11"
5"
1"
2’-3"
7"
1’-11"
1"
212"
1"
No. 4 Bars
1"
1"
Interior Cap
Chamfer (Typ.)
1"
3
4"
2’-1"
3
4"
Chamfer (Typ.)
1" Recess
3"
1’-7"
3"
Interior Cap
3"
1’-11"
3"
Corner Cap
C
5"
SECTION C-C
PICTORIAL VIEW
TYPE "B" CAP DETAILS
2" Cover
1’-11"
3"
3"
Chamfer (Typ.)
1112"
1112"
1"
Interior Cap
1"
1’-112"
1’-112"
1"
Corner Cap
Corner Cap
1’
-0"
VIEW A-A SHOWN, VIEW B-B SIMILAR
(Type "A" Cap Shown, Type "B" & "C" Caps Similar)
Precast Cap (center
Set cap on 14" mortar bed
No. 4 Bars
2" Cover
cap about post)
(Typ.)
1"
(ASTM C 1329, Type N)
rd960rh
1"
Interior Cap
Top of post
Precast Post
212"
3"
3
4"
C
1’-7"
1" 5"
1" Recess
3"
5"
212"
1"
(Typ.)
3
4"
Chamfer (Typ.)
1" Recess
3"
1’-7"
3"
Interior Cap
3"
1’-11"
3"
Corner Cap
Panel
~
~
Precast Wall
(
M in.
)
2"
11:
47:
12 AM
Top of
Panel
SECTION C-C
Precast Wall
TYPE "C" CAP DETAILS
CAP PLACEMENT DETAIL
12/30/2011
PICTORIAL VIEW
Panel
(Type "B" Cap Shown, Type "A" & "C" Caps Similar)
LAST
REVISION
01/01/11
REVISIO N
PRECAST POST CAPITAL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
14
BAR BENDING DETAILS
»¿ Pile &
All bar dimensions in bending diagrams are out-to-out. All bars not shown in the bending diagrams are straight.
»¿ Pile, Post &
A
Top of Collar
Grade
8"
BAR P2
BAR P3
Bar Length = 8’-7"
Bar Length = 5’-5"
90 CORNER POST & PILE (#4 Bars)
1134"
CAST-IN-PLACE COLLAR (#5 Bars)
3
4"
1’
-3
"
1’
-4"
1134"
11
45
1
’
-3
"
R=1
’
5
"
R=1
’
3
"
3"
Pile Length
412"
1’
-034"
BAR P1
(
See Table Below)
Pile Length
(
See Table Below)
Collar
R=1
’
2
"
Top of Collar
Bar Length = 2’-5"
Collar
1
’
-3
"
412"
8"
Elev. A
Elev. A
1’-3"
1’
-034"
Post Length
(
See Table Below)
Grade
Finished
1’
-612" M ax.
Finished
2’-0"
Min. Berm
612" M in.
Post Length
(
See Table Below)
POST & PILE (#4 Bars)
Bottom of Auger Cast Pile
BAR P5
BAR P6
1’-2"
Bars P9 & P10 are used in the C-I-P Collar Options, and are #5 bars.
238"
TABLE 1 - WIND SPEED = 110 MPH
POST AND PILE DIMENSIONS
WALL
POST
POST
LENGTH
LENGTH
WITHOUT
WITH
CAP
CAP
N = 10 to 40
N = 4 to 9
10’-0"
20’-0"
Loose Granular Soil
POST SPACING
POST SPACING
10’-0"
20’-0"
POST SPACING POST SPACING POST SPACING POST SPACING
30"
36"
30"
36"
278"
4"
93
BAR P7 (POST)
BAR P8 (PILE)
Bar Length = 2’-8"
Bar Length = 5’-014"
PILE/POST REINFORCING
Med. Dense Granular Soil
20’-0"
412"
TABLE OF REINFORCING STEEL
PILE LENGTH
10’-0"
112.5
1’-114"
For Bar Designations, see Sheet Nos. 9 - 12.
TYPE
135
8"
55
112"
Bars P7, P8, D & E are only used in 45 Corner Posts.
78
912"
75
Bars P5 & P6 are only used in 90 Corner Posts.
2"
6"
1’
-0"
Bars P1, P2, P3, P5, P6 P7 & P8 are #4 bars.
678"
1
’
-5
1
412"
534"
NOTES:
"
rd960rh
45 CORNER POST & PILE (#4 Bars)
1 4
30"
36"
30"
36"
BARS
BARS
BARS
BARS
BARS
BARS
BARS
BARS
A
B
D
E
A
B
D
E
SIZE
SIZE
DIM
SIZE
SIZE
’A’
DIM
SIZE
SIZE
’A’
DIM
SIZE
SIZE
’A’
DIM
’A’
A1
12’-012"
12’-212"
10
10
14
13
11
10
14
13
#4
#4
11’-5"
#4
#4
11’-5"
#4
#4
8’-5"
#5
#5
B1
13’-012"
13’-212"
11
10
14
13
11
10
15
14
#4
#4
12’-5"
#4
#4
11’-5"
#5
#5
11’-2"
#5
#5
9’-2"
C1
14’-012"
14’-212"
11
10
15
14
12
11
15
14
#4
#4
13’-5"
#4
#4
11’-5"
#5
#5
11’-2"
#6
#6
10’-9"
D1
15’-012"
15’-212"
12
11
16
14
12
11
16
15
#4
#4
13’-5"
#4
#4
11’-5"
#5
#5
11’-2"
#6
#6
10’-9"
E1
16’-012"
16’-212"
12
11
16
15
13
12
17
15
#4
#4
13’-5"
#5
#5
14’-2"
#6
#6
12’-9"
#7
#7
12’-4"
F1
17’-012"
17’-212"
13
12
17
15
13
12
17
16
#4
#4
13’-5"
#5
#5
14’-2"
#6
#6
12’-9"
#7
#7
12’-4"
G1
18’-012"
18’-212"
13
12
17
16
13
13
18
17
#5
#5
16’-2"
#5
#5
14’-2"
#6
#6
12’-9"
#8
#8
13’-10"
H1
19’-012"
19’-212"
13
13
18
17
14
13
18
17
#5
#5
16’-2"
#6
#6
15’-9"
#7
#7
14’-4"
#8
#8
13’-10"
I1
20’-012"
20’-212"
14
13
18
17
14
13
19
18
#5
#5
16’-2"
#6
#6
15’-9"
#7
#7
14’-4"
#8
#8
13’-10"
J1
21’-012"
21’-212"
14
13
19
17
15
14
19
18
#5
#5
16’-2"
#6
#6
15’-9"
#7
#7
14’-4"
#9
#9
15’-4"
K1
22’-012"
22’-212"
15
14
19
18
15
14
20
19
#6
#6
18’-9"
#7
#7
18’-4"
#8
#8
15’-10"
#9
#9
15’-4"
12/30/2011
11:
47:
13 AM
VIEW A-A
BAR P10
Bar Length = 9’-2"
Bar Length = 10’-2"
1
’1
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-15of16.
dgn
PILE/POST ELEVATION
BAR P9
Bar Length = 2’-1114"
Bar Length = 4’-0"
678"
Bottom of Auger Cast Pile
934"
A
9’-2"
LAST
REVISION
01/01/12
REVISIO N
PILE DEPTH & REINFORCING SUMMARY
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
15
TABLE 2 - WIND SPEED = 130 MPH
POST AND PILE DIMENSIONS
WALL
POST
POST
TYPE
LENGTH
LENGTH
WITHOUT
WITH
CAP
CAP
TABLE OF REINFORCING STEEL
PILE LENGTH
PILE/POST REINFORCING
N = 10 to 40
N = 4 to 9
10’-0"
20’-0"
Med. Dense Granular Soil
Loose Granular Soil
POST SPACING
POST SPACING
10’-0"
20’-0"
10’-0"
20’-0"
BARS
BARS
BARS
BARS
BARS
BARS
BARS
A
B
D
E
A
B
D
POST SPACING POST SPACING POST SPACING POST SPACING
30"
36"
30"
36"
30"
36"
30"
36"
SIZE
SIZE
DIM
SIZE
SIZE
DIM
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\05200-16of16.
dgn
’A’
SIZE
SIZE
DIM
’A’
SIZE
BARS
E
SIZE
DIM
’A’
’A’
A2
12’-012"
12’-212"
12
11
16
15
12
11
16
15
#4
#4
11’-5"
#4
#4
9’-5"
#5
#5
9’-2"
#6
#6
8’-9"
B2
13’-012"
13’-212"
12
12
16
15
13
12
17
16
#4
#4
11’-5"
#5
#5
12’-2"
#5
#5
9’-2"
#6
#6
8’-9"
C2
14’-012"
14’-212"
13
12
17
16
13
12
18
16
#4
#4
11’-5"
#5
#5
12’-2"
#6
#6
10’-9"
#7
#7
10’-4"
D2
15’-012"
15’-212"
13
13
18
16
14
13
18
17
#4
#4
11’-5"
#5
#5
12’-2"
#6
#6
10’-9"
#7
#7
10’-4"
E2
16’-012"
16’-212"
14
13
19
17
14
13
19
18
#5
#5
13’-2"
#6
#6
13’-9"
#7
#7
12’-4"
#8
#8
11’-10"
F2
17’-012"
17’-212"
14
13
19
18
15
14
20
18
#5
#5
13’-2"
#6
#6
13’-9"
#7
#7
12’-4"
#8
#8
11’-10"
G2
1
18’-0 2"
1
18’-2 2"
15
14
20
18
15
14
20
19
#5
#5
13’-2"
#6
#6
13’-9"
#8
#8
13’-10"
#9
#9
12’-4"
H2
19’-012"
19’-212"
15
14
20
19
16
15
21
20
#6
#6
15’-9"
#7
#7
15’-4"
#8
#8
13’-10"
#9
#10
11’-7"
I2
20’-012"
20’-212"
16
15
21
19
16
15
22
20
#6
#6
15’-9"
#7
#7
15’-4"
#8
#8
12’-10"
#10
#10
13’-7"
J2
21’-012"
21’-212"
16
15
22
20
17
16
22
21
#6
#6
15’-9"
#7
#7
15’-4"
#9
#9
14’-4"
#10
#11
12’-10"
K2
22’-012"
22’-212"
17
16
22
21
17
16
23
21
#7
#7
17’-4"
#8
#8
16’-10"
#9
#9
14’-4"
#11
#11
13’-10"
TABLE 3 - WIND SPEED = 150 MPH
POST AND PILE DIMENSIONS
WALL
POST
POST
TYPE
LENGTH
LENGTH
WITHOUT
CAP
PILE LENGTH
PILE/POST REINFORCING
N = 10 to 40
N = 4 to 9
10’-0"
20’-0"
Med. Dense Granular Soil
Loose Granular Soil
POST SPACING
POST SPACING
WITH
CAP
TABLE OF REINFORCING STEEL
10’-0"
20’-0"
10’-0"
20’-0"
BARS
BARS
BARS
BARS
BARS
BARS
BARS
A
B
D
E
A
B
D
POST SPACING POST SPACING POST SPACING POST SPACING
30"
36"
30"
36"
30"
36"
30"
36"
SIZE
SIZE
DIM
SIZE
SIZE
’A’
DIM
SIZE
SIZE
’A’
DIM
SIZE
BARS
E
SIZE
’A’
DIM
’A’
A3
12’-012"
12’-212"
13
12
18
16
14
13
18
17
#4
#4
9’-5"
#5
#5
10’-2"
#6
#6
8’-9"
#6
#7
B3
13’-012"
13’-212"
14
13
19
17
14
13
19
18
#4
#4
9’-5"
#5
#5
10’-2"
#6
#6
8’-9"
#7
#7
8’-4"
C3
14’-012"
14’-212"
14
13
19
18
15
14
20
19
#5
#5
11’-2"
#6
#6
11’-9"
#7
#7
10’-4"
#8
#8
9’-10"
D3
15’-012"
15’-212"
15
14
20
19
16
14
21
19
#5
#5
11’-2"
#6
#6
11’-9"
#7
#7
10’-4"
#8
#9
9’-4"
E3
1
16’-0 2"
16’-2
1
2"
16
14
21
19
16
15
22
20
#5
#5
11’-2"
#6
#6
11’-9"
#8
#8
10’-10"
#9
#9
10’-4"
F3
17’-012"
17’-212"
16
15
22
20
17
16
22
21
#6
#6
13’-9"
#7
#7
13’-4"
#8
#8
10’-10"
#9
#10
9’-7"
G3
18’-012"
18’-212"
17
16
22
21
17
16
23
21
#6
#6
12’-9"
#7
#7
13’-4"
#9
#9
12’-4"
#10
#10
11’-7"
H3
19’-012"
19’-212"
17
16
23
21
18
17
24
22
#6
#6
12’-9"
#8
#8
14’-10"
#9
#9
12’-4"
#11
#11
11’-9"
I3
20’-012"
20’-212"
18
17
24
22
18
17
25
23
#7
#7
15’-4"
#8
#8
14’-10"
#9
#10
11’-7"
#11
#14
10’-0"
J3
21’-012"
21’-212"
18
17
24
23
19
18
25
23
#7
#7
15’-4"
#9
#9
16’-4"
-
-
-
-
-
-
K3
22’-012"
22’-212"
19
17
25
23
19
18
26
24
#8
#8
16’-10"
#9
#9
16’-4"
-
-
-
-
-
-
12/30/2011
11:
47:
14 AM
rd960rh
7’-4"
LAST
REVISION
01/01/12
REVISIO N
PILE DEPTH & REINFORCING SUMMARY
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST SOUND BARRIERS
NO.
5200
SHEET
NO.
16