NOTES

NOTES
A. DESIGN SPECIFICATIONS:
K. SOUND BARRIER WALL NOTES:
1. AASHTO Standard Specifications for Highway Bridges (17th Edition).
1. Distance between piles shall be a maximum of 20 ft. from centerline to centerline. These Sound Barrier Wall
2. AASHTO Guide Specifications for Structural Design of Sound Barriers (1989 Edition with 1992 and
2002 Interims).
Standard Indexes allow for either 10 or 20 ft. post spacing. The panel system depicted is based on a 20 ft.
post spacing.
3. FDOT Structures Manual (Current Edition).
2. Walls greater than 12 ft. in height shall consist of 2 or 3 stacked panels (upper and lower), each less than 12 ft.
4. Florida Department of Transportation’s Plans Preparation Manual, Volume I (Current Edition).
in height. The height of the upper panel shall be a minimum 8 ft. or greater as necessary to any graphic
relief (if applicable). The lower panel(s) shall be not less than 4 ft. in height. Walls equal to or less than 12 ft. in
B. DESIGN CRITERIA:
height shall consist of either a single panel or 2 stacked panels with an 8 ft. upper panel provided that any graphic
The Precast Sound Barriers are pre-designed and based on the criteria in the Structures
relief (if applicable) will fit within the upper panel.
Manual, Volume I.
3. Horizontal panel joints shall be located outside of the graphic relief (if applicable). Horizontal panel joints shall
be held at a constant elevation for a given wall, where possible.
C. CONCRETE AND GROUT:
4. Posts shall be "H" type cross-section with panels installed from above.
1. Concrete Class and Compressive Strength:
5. All posts shall be held plumb in auger cast piles with an installation template. The template shall be adjustable
a. Cast-in-Place Collars: Class IV (f’c = 5500 psi)
for horizontal placement, vertical placement and plumbness of posts. The template shall be such that the installation
b. Precast Panels, Collars and Post Caps: Class IV (f’c = 5500 psi)
tolerances can be held. Template shall remain in place for a minimum of 12 hours after post installation.
c. Posts: Class IV (f’c = 5500 psi)
6. The Contractor shall be responsible for meeting OSHA requirements. Any utility adjustments, charges for power
2. Grout for Auger Cast Piling:
stoppages, all realignments, special erection methods, etc. to meet these requirements shall be included in bid.
a. Maximum Working Compressive Strength = 2200 psi
7. Shimming of wall panels above the pile collar, beneath the bearing pads is permitted up to a maximum of 1b"
b. Minimum 28 Day Strength = 5500 psi
height. Shims must be either stainless steel (Type 304 or 316) or engineered polymer (copolymer or multipolymer)
3. Minimum Compressive Strength for Form Removal and Handling of Posts and Panels:
plastic. Plastic shims must have a minimum compressive strength of 8,000 psi without any fractures. Stacking of
a. 2,500 psi for horizontally cast post and panels.
shims is permitted as follows:
b. 2,000 psi for vertically cast panels or when tilt-up form tables are used for horizontally cast panels.
»¿a. For shimming height of 1" or less, provide up to 4 ~ ˘" shi
»¿b. For shimming heights greater than 1", use a minimum ˘" thick single shim and up to 3 ~ ˘" shi
D. REINFORCING STEEL:
Stacked shim plates must be bonded together with a compatible epoxy adhesive.
1. Reinforcing steel shall conform to ASTM A 615, Grade 60.
2. Welded wire reinforcement shall conform to ASTM A 185 (smooth wire) or ASTM A497 (deformed wire).
3. Concrete Cover of 2" shall be provided, unless otherwise noted.
L. CSIP OR CONTRACTOR REDESIGN:
1. In no case will CSIP (Cost Savings Initiative Proposal) or Contractor Redesigns be allowed to modify foundation
4. In addition to the requirements of Specification Section 415, tie post and pile stirrups at the following
locations as a minimum:
designs, or post spacing.
2. Substitution of proprietary panels or systems not listed in the Wall Control Drawings will not be allowed.
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.
M. QUALIFIED PRODUCTS LIST:
Manufacturers seeking approval of proprietary sound barrier panels, posts and foundations or systems for inclusion
on the Qualified Products List as pre-approved suppliers must submit a QPL Product Evaluation Application along
E. SURFACE FINISHES:
with design documentation, vendor drawings and other information as required in the Sound Barrier QPL Acceptance
Provide a Class 5 Finish in accordance with Specification Section 400, unless otherwise shown on the
Criteria showing the proprietary product is designed to meet all specified requirements. Project specific Shop
Wall Control Drawings. See Sheet No. 2 for texture finish options.
Drawings are required for sound barrier projects in accordance with Specification Section 534.
F. PILING:
N. ALTERNATES:
Construct Auger Cast Piling in accordance with the Plans and Specification Section 455.
The Contractor shall construct the standard precast 20’-0" panel option depicted in the plans or shall construct
one of the proprietary sound barrier panel or proprietary system options (panel and foundation) listed in the
G. UTILITIES:
Wall Control Drawings.
Field verify the locations of all overhead and underground utilities shown in the Wall Control Drawings.
O. FINISH COATING:
H. NEOPRENE PADS AND RESILIENT PADS:
All wall areas not shown to receive an anti-graffiti coating shall be coated in accordance with Specification
1. Neoprene Pads for Panel Bearing Points Between the Stacked Panels:
Section 400 of the Specifications with a Class 5 Applied Finish Coating. The color of the system shall be
The Neoprene pads for the panel bearing points shall be Plain Pads, Grade 50 durometer hardness in
same as the anti-graffiti system or as directed by the Engineer.
accordance with Specifications Sections 932-2.1.
2. Neoprene Pads for Collar Bearing Points:
P. TEST WALL:
Neoprene Pads shall be Fiber Reinforced Pads, with a durometer hardness between Grade 50 and
The Contractor shall construct a test wall at the beginning of the project consistent with Specification Section 534.
Grade 80, in accordance with Specification Section 932-2.1. Plain Pads may be substituted for Fiber
The Contractor shall demonstrate that all casting and erection tolerances can be met in order to assure that the
Reinforced Pads when sufficient bearing area is available on the concrete collar, as follows:
prefabricated elements fit together as intended.
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.
J. 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
»¿8. Surface Smoothness for Type "A" (Smooth) Surface Texture Option: +/- ˘" along a 10 ft. straighte
REVISIONS
DATE
BY
01/01/10
CMH
07/01/10
CMH
DESCRIPTION
Changed Note K. 4.
2010 Interim Design Standard
DATE
BY
01/01/11
CMH
DESCRIPTION
Changed Title and Sheet No. to 1 of 15; Notes E, K, & O to
Added patent information to Note K. 5.
remove foundation and post "Options"; Note L from VECP to
Changed Note B and Note H.2.
CSIP, and Note B from PPM to SDG.
PRECAST SOUND BARRIERS - GENERAL NOTES
Interim
Date
Sheet No.
01/01/11
1 of 15
Index No.
5200
Type "A"
Type "F"
SMOOTH
PEA GRAVEL
b"
Random
" -
"
Gravel Texture
Type "B"
Type "G"
ASHLAR STONE
VERTICAL FRACTURED FIN
" Back Face
1" o.c.
Varies
1 " Front Face
"
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
1. Surfaces shall be formed, rolled, or pressed using form
liners in accordance with the Plans and Specifications
2b " x 7b "
(Class 3 Surface Finish).
Running Bond Brick
2. See Wall Control Drawings for project aesthetic
requirements.
TEXTURE OPTIONS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5201.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
2 of 15
Index No.
5200
»¿
»¿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.
)
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 Wall Control Drawings for project
specific texture and graphic requirements.
HALF ELEVATION
(Front Face Panel Texture Type "H" and Front Face Post Texture Type "H" Shown.)
(Graphic Type SE-2 Shown.)
(Two stacked panels shown, 3 stacked panels similar)
GRAPHICS & TEXTURE DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5202 (Sheet 6 of 6).
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
3 of 15
Index No.
5200
"
5"
1 "
Max.
Max.
»¿ Post &
»¿ Post &
20’-0" Max.
»¿ b " X 1’-4" X
»¿1" Polyeth
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
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" Polyethy
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
SECTION B-B
TYPICAL DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet. TYPICAL ELEVATION, SECTION A-A & SECTION B-B
copied from 5202-1of6.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
4 of 15
Index No.
5200
Precast Cap
18’-4b" Max.
4
"
"
1
2"
Max.
Chamfer
Top of Panel
shown)
1 "
Max.
(Typ.)
2"
"
Varies
4
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
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
"
1 "
5"
Max.
»¿ Post &
X
Bottom Panel
Varies
b"
X
Bottom Panel
4" x 4" x b"
Neoprene Pads (Typ.)
0.
586 H
(See Note H on
Sheet 1)
Pick up points
1
2"
Min. ~ 4" Max.
2 Eq. Sp.
X
2 Eq. Sp.
X
Panel H eight (
H)
0.
207 H
Max.
0.
207 H
DETAIL A
Auger Cast Pile
REQUIRED PICK UP POINTS FOR PANELS
(Panels shall be rotated about long axis only)
ELEVATION STEP AT BOTTOM OF WALL
TYPICAL PANEL DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
New Sheet. TYPICAL PANEL ELEVATION, REQUIRED PICK UP
POINTS FOR PANELS, SECTION E-E & DETAIL A copied from
5202-2of6.
2010 Interim Design Standard
DATE
BY
01/01/11
CMH
DESCRIPTION
PRECAST POST CAP DETAIL, ELEVATION STEP AT TOP OF WALL &
ELEVATION STEP AT BOTTOM OF WALL copied from 5202-1of6.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
5 of 15
Index No.
5200
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
»¿ 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"
1 "
5 "
9
» ¿
9 "
5 "
M ax.
5"
5"
5"
4 "
»¿1’-
4
"
Formed Texture
"
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
exceeds 7.
DETAIL B
(Typical both ends)
FLUSH PANEL END DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet. PLAN copied from 5202-1of6. PIVOTING POINT
DETAILS copied from 5202-3of6. SECTION D-D, SECTION F-F &
DETAIL B copied from 5202-2of6.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
6 of 15
Index No.
5200
See Detail B
19’-2" Max.
Varies
»¿ Post &
Non-roadway face of
wall Back Face
Panel Texture (*)
1
4"
1
4’
-0" M in.
R/W Line
»¿ Post &
3
4"
Max.
(Typ.)
5" (Typ.)
SECTION D-D
Max. (Typ.)
Roadway face of wall
Roadway face of wall
Max.
Front Face Panel Texture
(Formed)
(Typ.)
2 Equal spaces
1
4"
1
Front Face Post Texture
(Formed)
* Texture may be Formed,
20’-0" Max.
Rolled or Pressed into
Plastic Concrete.
PLAN
1" Wide V-Groove
»¿ 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
(Back Face Chamfer Shown
»
See Detail I
»
5"
DETAIL I
See Detail I
1
2"
5"
R=
Front Face Chamfer Similar)
6" Typ.
Formed Texture
Front Face
DETAIL B
NOTE:
»¿
The shop drawings shall include
CASE 2
(Typical both ends)
specific pivoting point details of
panel ends at locations where the
(Exterior Angle)
»¿deflection angle (2˛´) be
panels exceeds 20.
PIVOTING POINT DETAILS
RECESSED PANEL END DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet. PLAN copied from 5203-1of6.
SECTION D-D, SECTION F-F & DETAIL B copied from 5203-2of6.
PIVOTING POINT DETAILS copied from 5203-3of6.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
7 of 15
Index No.
5200
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"
FIRE HOSE ACCESS HOLE TYPICAL DETAIL
1
1 4"
(Front Face of Wall Shown)
DRAINAGE HOLES TYPES A, B, C & D
D 2’-8"
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.
114"
to drain to holes.
5"
1
4"
3’-7
»¿
1’
-0 "
Max.
1
4»¿"
Bottom
1"
(Typ.)
3
8"
X 1’-6" X 1’-6"
5
8"
2
X
1
8"
Expansion Anchor
Louvers (Typ.)
J
3
16
(Vandal Proof Typ.)
1
Typ.
)
2" (
Grade behind wall
of Panel
Square Recess in Wall
Recessed Panel Option Similar)
4’
-0"
3
8"
1
4"
1’
-1
(Flush Panel Option Shown
9
SECTION H-H
Provide 1" X 1’-4" X 1’-4"
Outside
Plug (See Plug Detail)
3
4"
Neoprene Diaphragm
»¿ Expa
Anchors (Typ.)
45
(Typ.)
thick Neoprene Plug with
Slotted Diaphragm Grade 70
Durometer hardness
L 2" X 2" X
1
2»¿"
(Typ.)
1
4"
2"
1
4"
2" X
(Typ.)
3
4"
3’-3
1
8"
Bar
(Outside)
J
»¿2"
Bottom
of Panel
X 3"
Anchor Pin Typ.
(2" Min. Edge Distance)
1’
-6"
60
(Typ.)
1
4»¿"
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
(Flush Panel Option Shown
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.
PLUG DETAIL
FIRE HOSE ACCESS HOLE & DRAINAGE DETAILS
REVISIONS
DATE
BY
01/01/11
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5204 (Sheet 1 of 1).
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
8 of 15
Index No.
5200
* Top of Wall
4"
Bars P9
Cover
Top of
Finished Grade
Collar,
C
Bars P9 @
C
5 equal sp.
1’
-2"
Elev. A
Top of
Collar,
Elev. A
3
4"
1’
-4
1
2"
B
M ax.
7
1
2" M ax. Sp.
7
B
2 Equal Sp.
3"
Bars A
Staggered
(Typ.)
Bars P1 @
1 ~ Bar P10
Top of Collar per Plan
Bars P1
3"
3
5 4"
Bars P9
(Typ.)
Bars P1 (Staggered)
»¿
Bars A
Wall
2" Cover
SECTION A-A
er
v
Co
4"
(H Section)
M ax.
are shown in plans
A
6" 3" 712"
(See Note 3)
DIM ’
A’
panel when post caps
(
See Note 2)
top of high side wall
(H Section)
A
1’
-2"
Post Length plus 1’
-2" (
H Section) (
See Note 3)
* Extend Post 2" above
Precast Post
1’-6"
»¿3’-6" C
»¿ Post, Pile & C
2’
-4"
3"
* Top of Wall
»¿2’-6
Auger Cast Pile
1’-6"
Bars A
3"
4 Equal Sp.
3"
4"
SECTION C-C
Bars B
Cover
2’-6"
Bars P2
(Typ.)
3
4"
1’
-4
(Typ.)
Bars P1 (Staggered)
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
»¿
Back Face
1
4"
5
5
1
2"
M ax.
1
4"
GROUND MOUNTED POST REINFORCEMENT
(Prior to placement in augered hole)
Front Face Post
REVISIONS
01/01/11
CMH
DATE
2. For Dim ’A’, see Sheet Nos. 14 & 15.
3. For Precast Collar Option, see Sheet No. 10.
Texture (Formed)
TYPICAL POST SECTION
(H Section)
DESCRIPTION
1
4"
3
4"
1
Hole per Plan
POST IN AUGERED HOLE
1. For Table of Reinforcing Steel Sizes and
Roadway Face of wall
»¿
Bottom of Augered
NOTES:
Post & Pile Lengths, see Sheet Nos. 14 & 15.
2"
M in.
6"
1
2"
(Typ.)
1’
-4
Cast Pile
SECTION D-D
1
4"
5
1
2"
of Post
R=
BY
PILE & POST REINFORCING STEEL (CAST-IN-PLACE COLLAR OPTION)
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5205 (Sheet 6 of 7). Redrawn to scale,
revised.
Bars B
1’-6"
D
»¿2’-6"
DATE
Cast Pile
Bars A
& Wall
D
»¿2’-6"
1’-0"
1’
-0" M ax.
Pile Length (
See Note 1)
Bars B
Bars A
3
4"
5
Bars P2 @
Bars A
Pile Length m inus 1’
-8" (
See Note 1)
Total Length (
Varies)
Bars B
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
9 of 15
Index No.
5200
Collar, Elev. A
Finished
Grade
Collar,
Cast Pile,
Elev. A
3"
7
1
2"
E
E
1’-6"
3"
4 Equal Sp.
1
2"
3"
3
Bars A
Bars B
Bars B
1’
-4
Bars A
Bars A
Bars A
Bars P2
(Typ.)
Bars P2
(Typ.)
D
1’
-0" M ax.
Bars P2
Bars A
Bars A
Bars B
Bars B
2" Cover
SECTION E-E
SECTION E-E
(Rectangular Precast Collar)
(Octagonal Precast Collar)
Bars P2 @
Pile Length
Bars P2
1
2"
3
Bars B
2" Cover
2’-6"
1’-1"
Bars B
3
4"
1
1’
-6"
1
2" M ax.
Elev. A
0" M in to
1
2" M ax.
7
Top of
Top of Auger
Staggered
B
Bars P1 @
B
3
4"
Top of Precast
Auger Cast Pile
(Typ.)
1’
-4
Top of
Bars P1
M ax.
are shown in plans
A
6"
(H Section)
A
@
panel when post caps
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"
Cast Pile
NOTES:
2"
6"
M in.
1. For Table of Reinforcing Steel Sizes and
Post & Pile Lengths, see Sheet Nos. 14 & 15.
2. For Dim ’A’, see Sheet Nos. 14 & 15.
3. For Sections A-A, B-B & D-D see Sheet No. 9.
Bottom of Augered
Hole per Plan
GROUND MOUNTED POST REINFORCEMENT
(Prior to placement in augered hole)
PRECAST COLLAR IN AUGER CAST PILE
PILE & POST REINFORCING STEEL (PRECAST COLLAR OPTION)
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5205 (Sheet No. 7 of 7).
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
10 of 15
Index No.
5200
1’-8"
1
4"
3
8"
4
3
8"
7
8
Bars P5 (Pairs)
»¿ Pile &
Texture when required
Bars P5 (Pairs)
1
2"
Max. Spacing
Sp.
@ 7
2" Cover
Chamfer (Typ.)
90 Corner Post
Bars B (Typ.)
7
(Typ.)
8
Bars P5 (
Pairs) @
3
8"
#4 Bars (Typ.) *
Bars terminating @
Sides)
»¿ Wall &
SECTION A-A
B
4" Cover
(Typ.)
3
4"
1’-3
3
8"
7
3" 3"
–
8"
B
4"
TYPICAL SECTION ABOVE PILE
1’
-2" M in.
D
(Typ. Both
C
Bars P6
3
8"
8
Cast-in-Place Collar
3 Equal Sp.
(Pairs)
1’
-0" M ax Sp.
512"
C
3"
534"
1’
-0" Block-out
512"
6 ~ Bars P9 @
1
4"
2’
-2"
314"
Auger Cast Pile
2’
-4"
1
4"
eq. sp.
Bars P9
Em bedm ent
Chamfer
D
A
4"
A
Bars P6 (
Pairs)
2"
1
4"
4
1
4"
Top of Collar
top of collar (Typ.)
3’-6" Collar
3
Elev. A
1’-2" to 1’-6" below
M in.
7
r
e
v
o
4"C
)
.
p
y
T
(
* Block-out with #4
M in.
(Typ.)
M in.
1
2"
3
8"
R=
1’
-8"
»¿ Wall &
@
3
4"
1
2" M ax
Bars A (Typ.)
Auger Cast Pile
Bars P6 (Pairs)
Block-out (Typ.)
Bars A (Typ.)
3
8"
VIEW D-D
3
4"
PARTIAL ELEVATION OF POST
(Vertical Reinforcing not shown for clarity)
1’
-3
8
3 Equal Sp.
(Typ.)
& Pile
Extensions
3
7 8"
2" Cover
»¿
NOTES:
Bars B (Typ.)
#4 Bars
Bars A & B
1. Use 3’-6" CIP Collar for all 90 corner posts, Bars P10 not
(Typ.)
required for 90 corner pile collar.
Auger Cast Pile
2. For Post & Pile Lengths, see Sheet Nos. 14 &15.
3. For Table of Reinforcing Steel, see Sheet Nos. 14 & 15.
»¿ Wall &
1
2"
4. Reduce standard panel length or adjust post spacing by 3
SECTION B-B
SECTION C-C
(Modified Base Section)
(Showing 1’-0" Block-out)
at
each 90 Corner Post to accommodate the Special Post dimensions.
SPECIAL 90 CORNER POST
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5202 (Sheet 4 of 6). Deleted Options
A B & E. Added Block-out Detail.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
11 of 15
Index No.
5200
1
4"
Texture (1
thick Max.
when required)
8"
4"
Top of C.I.P. Collar
1’
-2" M in.
7"
eq. sp.
4" Cover
(Typ.)
1
’01
2"
Wall & Pile
Bars P8 @
4"
Bars P8 (Typ.)
»¿
M in.
7
1
2"
Auger Cast Pile
SECTION A-A
TYPICAL SECTION ABOVE PILE
3"
C
3
4"
1’-4
1’
-912"
C
B
6 ~ Bars P9 @
2"
512"
Precast Collar
534"
2’
-4"
B
»¿Pile (2’-6"
512"
Em bedm ent
Auger Cast
Cast-in-Place Collar
1
4"
712"
1
4"
5
Bars P8 @
1
4"
max. spacing
1 ~ Bar P10
4"
67.5
M in.
Elev. A,
Precast Collar
M in.
1
2"
Elev. A, Top of
7"
Bars B (Typ.)
Bars P7 (Pairs)
@ 7
10 1
8"
3"
Bars A (Typ.)
Chamfer (Typ.)
A
51
3"
1
2"
(Typ.)
51
3
4"
A
»¿ Post &
2" Cover
4
9"
»¿
1
2" M ax. Sp.
67.5
7
45
when required)
Bars P7 (
Pairs) @
Bars D
thick Max.
C.I.P. Collar
4
"
"
3 4
4
’1
4
"
»¿3’-6
M ax. Sp.
"
Radius (Typ.)
1
4"
Texture (1
M ax. Sp.
2"
4
"
"
1 2
5
1 4
1
2"
45
»¿ Post &
"
"
1 4
5
4
"
Bars P7 (Typ.)
"
3 4
5
"
3 4
1 4
1
’01
»¿ Post &
712" M ax. Sp.
Wall & Pile
Bars P7 (
Pairs) @
"
4
’1
1 2
5
»¿
»¿2’-6" Auger Cast
»¿
Bar
Bars P8 (Typ.)
VIEW C-C (PARTIAL ELEVATION)
P8
PRECAST COLLAR
Bars D
PARTIAL ELEVATION
(Only Front Face shown for Clarity)
22.5
67.5
45
»¿3’-6" CAST-IN-PLACE C
Texture optional below
(Only Front Face shown for Clarity)
top of Collar (Typ.)
»¿ Post &
2" Cover
10 1
8"
4"
51
3"
Bars A (Typ.)
Chamfer (Typ.)
51
3
4"
8"
67.5
(Typ.)
3"
9"
»¿
Bars B (Typ.)
NOTE:
For Table of Reinforcing Steel Sizes and
Auger Cast
»¿Pile (2’-6"
Post & Pile Lengths, see Sheet Nos. 14 & 15.
3
8"
3
8"
8
8
3
4"
1’-4
SECTION B-B
PRECAST COLLAR SECTION
SPECIAL 45 CORNER POST
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5202 (Sheet 5 of 6). Deleted Options
A, B, C & D.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
12 of 15
Index No.
5200
1"
Interior Cap
1"
2’-3"
1"
Corner Cap
Corner Cap
1
2"
2
1"
1’
-0" (
Corner Cap)
2 sp. @
212"
2
10" (
Interior Cap)
2 sp. @
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)
1" 3"
2 sp. @ 1’-0" (Corner Cap)
3"
1
2"
No. 4 Bars
5"
212"
10"
2 sp. @ 10" (Interior Cap)
1
2 2"
N
o
.
212"
2" Cover
PLAN VIEW
1
2"
1"
(Typ.)
3
4"
1"
1’-11"
1"
Interior Cap
1"
2’-3"
1"
Corner Cap
No. 4 Bars
Chamfer (Typ.)
1" Recess
2
(Type "A" Cap Shown, Type "B" & "C" Caps Similar)
1"
Chamfer (Typ.)
TYPE "A" CAP DETAILS
S
3"
3
4"
1" Recess
SECTION C-C
3"
1’-11" (Corner Cap)
2" Cover
(Typ.)
p
a
c
in
g
4
B
a
r
s
1’-7" (Interior Cap)
2
A
Bottom of Cap
1
2"
1" Recess in
3"
Interior Cap
1"
No. 4 Bars
3"
1’
-11" (
Corner Cap)
3"
2’
-3"
1"
Corner Cap
1’
-11"
1"
Interior Cap
2’
-5"
Corner Cap
Interior Cap
2’
-1"
(Typ.)
1’
-7" (
Interior Cap)
No. 4 Bars
3"
3"
2
1"
1"
Chamfer (Typ.)
3"
1"
2’-3"
1
2"
1’-11"
212"
1"
A
1’-11"
1"
1"
Corner Cap
7"
2’-5"
3
4"
1"
Interior Cap
5"
2’-1"
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
2"
2
1"
(Typ.)
1" Recess
3
4"
C
Chamfer (Typ.)
3"
1’-7"
3"
Interior Cap
3"
1’-11"
3"
Corner Cap
1
2"
1"
1
4"
Precast Cap (center
mortar bed
1" 5"
Interior Cap
1"
Corner Cap
2" Cover
cap about post)
(Typ.)
1"
(ASTM C 1329, Type N)
1"
No. 4 Bars
3
4"
Precast Post
Chamfer (Typ.)
1" Recess
2
Top of post
1
2"
Set cap on
1’-112"
5"
1’
-0"
VIEW A-A SHOWN, VIEW B-B SIMILAR
11
1’-112"
1"
(Type "A" Cap Shown, Type "B" & "C" Caps Similar)
1
2"
11
3"
1’-7"
3"
Interior Cap
3"
1’-11"
3"
Corner Cap
~
Panel
Panel
SECTION C-C
Precast Wall
~
Precast Wall
(
M in.
)
2"
Top of
PICTORIAL VIEW
Panel
TYPE "C" CAP DETAILS
CAP PLACEMENT DETAIL
PRECAST POST CAPITAL
(Type "B" Cap Shown, Type "A" & "C" Caps Similar)
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. from 5207.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
13 of 15
Index No.
5200
BAR BENDING DETAILS
All bar dimensions in bending diagrams are out-to-out. All bars not shown in the bending diagrams are straight.
POST & PILE
8"
»¿ Pile &
3
11 4"
1
2"
CAST-IN-PLACE COLLAR
3
4"
1’
-3
"
11
3
4"
Elev. A
45
1
’
-3
"
R=1
’
5
"
R=1
’
3
"
3"
Pile Length
4
90 CORNER POST & PILE
Top of Collar
(
See Table Below)
Pile Length
(
See Table Below)
Collar
BAR P2
Bar Length = 5’-5"
11
Post Length
(
See Table Below)
1
2" M ax.
BAR P1
Bar Length = 2’-5"
Elev. A
Collar
1
2"
4
8"
1’
-4"
Grade
1’
-6
Finished
Top of Collar
1
n.
2" M i
Min. Berm
6
Post Length
(
See Table Below)
Grade
2’-0"
1’
-034"
1’
-034"
»¿ Pile, Post &
A
Finished
1’-3"
BAR P5
BAR P6
BAR P9
1
4"
Bar Length = 2’-11
Bar Length = 4’-0"
BAR P10
Bar Length = 9’-2"
Bar Length = 10’-2"
45 CORNER POST & PILE
Bottom of Auger Cast Pile
4"
93
7
8"
3
8"
1’-2"
2
For Bar Designations, see Sheet Nos. 9 - 12.
8"
112.5
75
Bars P9 & P10 are used in the Cast-In-Place Collar Option.
135
1
2"
112"
55
4
6"
6
5
1’
-0"
Bars P7, P8 & D are only used in 45 Corner Posts.
2"
78
"
Bars P5 & P6 are only used in 90 Corner Posts.
912"
1 4
VIEW A-A
678"
1
’
-5
1
1
’1
PILE/POST ELEVATION
3
4"
NOTES:
3
4"
Bottom of Auger Cast Pile
9
A
412"
1
4"
7
8"
1’-1
2
BAR P7 (POST)
BAR P8 (PILE)
Bar Length = 2’-8"
Bar Length = 5’-0
1
4"
TABLE 1 - FOUNDATIONS FOR MEDIUM DENSE GRANULAR SOILS (Soil SPT N60 Values between 10 and 40)
TABLE OF REINFORCING STEEL
POST AND PILE DIMENSIONS
POST
WALL
LENGTH
LENGTH
TYPE
WITHOUT
WITH
10’-0"
20’-0"
CAP
CAP
POST
POST
SPACING
SPACING
12’-0"
15’-0"
#4
#4
10’-0"
1
2"
1
2"
CAST-IN-PLACE
PILE/POST REINFORCING
PILE LENGTH
POST
10’-0" POST SPACING
BARS B
BARS A
SIZE
SIZE
DIM ’A’
COLLAR
20’-0" POST SPACING
BARS D
BARS A
SIZE
SIZE
BARS B
SIZE
DIM ’A’
BARS D
BARS P1, P2, P5, P6, P7 & P8
BARS P9
BARS P10
SIZE
SIZE
SIZE
SIZE
#6
#4
#5
#5
#4
#5
#5
9’-0"
10’-7"
#5
#5
#5
8’-10"
#7
#4
#5
#5
10-5"
#5
#6
#6
10’-4"
#7
#4
#5
#5
#6
#6
10’-3"
#8
#4
#5
#5
A
12’-0
12’-2
B
1
13’-0 2"
1
13’-2 2"
12’-0"
16’-0"
#4
#4
C
14’-0
1
2"
13’-0"
17’-0"
#4
#4
D
12’-11"
#6
1
2"
14’-2
15’-0
1
2"
15’-2
1
2"
13’-0"
18’-0"
#5
#5
E
1
16’-0 2"
1
16’-2 2"
14’-0"
18’-0"
#5
#5
12’-9"
#6
#7
#7
11’-10"
#8
#4
#5
#5
F
17’-0
1
2"
14’-0"
19’-0"
#5
#5
12’-7"
#6
#7
#7
11’-8"
#9
#4
#5
#5
G
20’-0"
#6
#6
14’-11"
13’-1"
#10
#4
#5
#5
H
1
2"
17’-2
18’-0
1
2"
18’-2
1
2"
15’-0"
1
19’-0 2"
1
19’-2 2"
15’-0"
21’-0"
#6
#6
1
2"
16’-0"
22’-0"
#6
#6
1
2"
16’-0"
24’-0"
#6
#6
14’-8"
#8
1
2"
17’-0"
26’-0"
#7
#7
17’-1"
#8
1
2"
20’-2
1
2"
21’-2
1
2"
22’-2
I
20’-0
J
21’-0
K
22’-0
#7
#8
#8
14’-10"
#7
#8
#8
13’-0"
#10
#4
#5
#5
14’-9"
#8
#9
#9
14’-3"
#11
#4
#5
#5
#9
#9
14’-2"
#11
#4
#5
#5
#9
#9
14’-1"
#4
#5
#5
2~ #14
& 1 ~ #9
PILE DEPTH & REINFORCING SUMMARY
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5206 (Sheet 1 of 2). Deleted Options
A, B, C & D.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
14 of 15
Index No.
5200
TABLE 2 - FOUNDATIONS FOR LOOSE GRANULAR SOILS (SPT N60 Values between 4 and 9)
POST AND PILE DIMENSIONS
TABLE OF REINFORCING STEEL
POST
WALL
LENGTH
LENGTH
TYPE
WITHOUT
WITH
10’-0"
20’-0"
CAP
CAP
POST
POST
SPACING
SPACING
13’-0"
17’-0"
A
1
12’-0 2"
1
12’-2 2"
B
1
13’-0 2"
1
13’-2 2"
14’-0"
18’-0"
C
14’-0
1
2"
14’-0"
19’-0"
D
1
2"
15’-0"
20’-0"
CAST-IN-PLACE
PILE/POST REINFORCING
PILE LENGTH
POST
10’-0" POST SPACING
BARS B
BARS A
DIM ’A’
COLLAR
20’-0" POST SPACING
BARS D
BARS A
SIZE
SIZE
SIZE
SIZE
#4
#4
10’-0"
#4
#4
10’-7"
#5
#4
#4
10-5"
#5
#5
#5
12’-11"
#6
#4
BARS B
BARS D
BARS P1, P2, P5, P6, P7 & P8
BARS P9
BARS P10
SIZE
SIZE
SIZE
SIZE
#5
9’-0"
#6
#4
#5
#5
#5
#5
8’-10"
#7
#4
#5
#5
#6
#6
10’-4"
#7
#4
#5
#5
#6
#6
10’-3"
#8
#4
#5
#5
#5
SIZE
DIM ’A’
1
2"
14’-2
15’-0
1
2"
15’-2
E
1
16’-0 2"
1
16’-2 2"
16’-0"
21’-0"
#5
#5
12’-9"
#6
#7
#7
11’-10"
#8
#4
#5
#5
F
17’-0
1
2"
16’-0"
22’-0"
#5
#5
12’-7"
#6
#7
#7
11’-8"
#9
#4
#5
#5
G
1
2"
17’-0"
23’-0"
#6
#6
14’-11"
#7
#8
#8
13’-1"
#10
#4
#5
#5
H
1
2"
17’-2
18’-0
1
2"
18’-2
1
19’-0 2"
1
19’-2 2"
18’-0"
25’-0"
#6
#6
14’-10"
#7
#8
#8
13’-0"
#10
#4
#5
#5
1
2"
18’-0"
26’-0"
#6
#6
14’-9"
#8
#9
#9
14’-3"
#11
#4
#5
#5
1
2"
19’-0"
29’-0"
#6
#6
14’-8"
#8
#9
#9
14’-2"
#11
#4
#5
#5
1
2"
19’-0"
*
#7
#7
17’-1"
#8
#9
#9
14’-1"
#4
#5
#5
1
2"
20’-2
1
2"
21’-2
1
2"
22’-2
I
20’-0
J
21’-0
K
22’-0
2~ #14
& 1 ~ #9
* Do not use for walls with 30" dia. foundations, 20’ spacing, & greater than 21’ high.
PILE DEPTH & REINFORCING SUMMARY
REVISIONS
DATE
01/01/11
BY
CMH
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Sheet from Index No. 5206 (Sheet 2 of 2). Deleted Options
A, B, C & D.
PRECAST SOUND BARRIERS
Interim
Date
Sheet No.
01/01/11
15 of 15
Index No.
5200