csdetails.dgn
BRI
DGE PLANSI
D
NOTES:
36'-0"
SHEET
NO.
XXXXXXX-BXX
XX
See Section 704 of the Standard Specifications and the Special Provisions for
1"
1'-6"
16'-5"
18'-0"
additional requirements and information regarding prestressed concrete cored slab
units. Submit shop drawings in accordance with the Standard Specifications.
2" @ > Bearing
Bearing
6„" @ >
4„"
strands, and reinforcing steel cast into the cored slab units in the unit price bid for
3'-0" x 1'-9" Cored Slab and/or 3'-0" x 2'-0" Cored Slab as appropriate for this project.
Cast-in-Place
Barrier Parapet
F.G.
Use prestressing strands that conform to the latest AASHTO M 203 for grade 270 (low relaxation).
Shear Key
(Typ.)
Use reinforcing steel that conforms to ASTM A 706 Grade 60.
4" Dia. Deck
Asphalt Wearing Surface
12
Drain
‚
The tensioning load in all X" Dia. low relaxation strands is XXX kips. Do not release the
See Detail "A"
strands until the compressive strength of the concrete has reached the value shown for f'ci.
Sh. XX
When casting the cored slabs, use a positive hold-down system to prevent the voids from rising or
moving sideways. Use a non-corrosive hold-down system that is designed to remain in place until
the concrete attains the specified release strength. At least three weeks prior to casting the
Interior
Exterior
Exterior
1‚ " Dia. Transverse Tie Rod
Cored Slab
in 3" Dia.
Cored Slab
(Typ.)
cored slab units, submit to the RCE, detailed drawings of the proposed hold-down system. Include
Cored Slab
Hole.
structural details, locations, and spacing for the proposed hold-down system in the submittal.
DECK SECTI
ON
Always maintain cored slab units in an upright position. Use lifting devices located within 2'-6"
of the ends to lift or handle the cored slab units. Provide a 1" deep recess at the lifting devices.
Grout the recesses prior to waterproofing the top surface of the cored slab units. Do not permit
> Bearing
the cored slab units to be placed or stored on interior supports causing negative moments.
ƒ"
ƒ"
Pad
Tie rod assemblies include a 1‚ " Dia. rod, two heavy hex nuts, two lockwashers, and two
5" x 5" x † " plate washers. Thread 8" on each end of the tie rods. Provide tie rods and plate
3'-0"
1'-6"
8• "
1'-4"
4"
4"
3"
of ASTM A 563, Grade A. Galvanize tie rods and all hardware in accordance with ASTM A 123, ASTM
A 153, or ASTM F 2329 as applicable. Tie rods are to be installed for test fit during fit up of
> 2• " Dia.
span in casting yard. Include all costs associated with furnishing and installing tie rod
Holes
assemblies in the unit price bid for 3'-0" x 1'-9" Cored Slab and/or 3'-0" x 2'-0" Cored Slab
as appropriate for this project.
> 1" Dia.
5• "
Depth = D
D/3
1" Cl.
EXTERI
OR SLAB SECTI
ON
EXPANSI
ON END
FI
XED END
ELASTOMERI
C BEARI
NG DETAI
LS
J1302
2
2'-10"
transverse tie rods. At expansion ends of slab units, fill the dowel holes with cold applied
7•"
2-J1601
J1301
12" Dia. Void (Typ,)
does not exceed 1‡ ".
Grout all shear keys, dowel holes, and recesses for transverse tie rods after tightening the
or A1601
J1303
Elastomeric
Place cored slab units so that the maximum transverse joint width at any location along the bent
Bearing Pad
D/3
D/2
A1301
J1303
1'-7"
J1301
7•"
1‚"
2•"
2•"
J1301
Dowel Holes
Holes
1'-7"
> 2• " Dia.
A1301 or A1601
2‡"
2'-10"
1
3‚ " Cl.
D/2
3"
1'-2"
5• "
GB1601
1'-4ƒ"
8• "
3"
10"
1'-2"
Depth = D
9• "
Cl.
10"
9• "
3"
7•"
7•"
1'-6"
3'-0"
washers meeting the requirements of AASHTO M 270, Grade 36. Provide nuts meeting the requirements
6"
6"
elastic filler to 1• " above the top of dowels and fill the remaining portion with grout.
After the grout has cured for a minimum of three days, and has attained the required strength,
place the barrier parapet.
Provide deck drains made of 4" nominal diameter fiberglass pipe meeting the requirements of ASTM
D 2996. Include all costs associated with furnishing and installing deck drains in the unit price
J1301
(60 Durometer)
END ELEVATI
ON
bid for Concrete Bridge Barrier Parapet.
Apply a bridge deck waterproofing system, that complies with the requirements of Section 814 of the
2
Standard Specifications, to the top surface of the cored slab units prior to placing the asphalt
1
Remove all pipes prior to grouting.
wearing surface.
Interior Slab Section shown (Exterior Slab
2
For prestressed strand layout,
Section similar except Shear Key location.)
see Section on Sh. XX.
Include all costs associated with furnishing and installing joint, shear key, recess, and dowel hole
filler materials including grout, backer rod, and cold applied elastic filler in the unit price
bid for 3'-0" x 1'-9" Cored Slab and/or 3'-0" x 2'-0" Cored Slab as appropriate for this project.
For locations of fixed and expansion bearings, see "Bridge Plan & Profile".
TOLERANCES
10'
i
a
Depth
+… " to -„ "
b
Width
± ‚ "
c
Length (Length of adjacent cored slab units must be within ± ‚ ".)
± „ " per 10'
d
Position of Voids: Vertical
± … "
Position of Voids: Horizontal
± … "
Position of Void Ends: Longitudinal
± 1"
i
j
f
e
f
Square Ends: Deviation from square
(horizontal or vertical) or designated skew
g
is distributed equally to all units.
For design and deflection checks, the dead load of the barrier is distributed equally to the 3 outermost units and the dead load of the asphalt wearing surface
interface (not post-tensioned).
Include all costs associated with furnishing, fabricating, and placing concrete, prestressing
g
± ‚ "
Horizontial Alignment: Deviation from a straight
line parallel to the center line of member
± … "
c
‚ " in 10',
h
PLAN
Camber: Differential between adjacent units
e
e
ƒ " max.
h
For locations of deck drains, see Sh. XX.
ign and
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Camber: Differential between high and low
members of the same span
ƒ " max.
SOUTH CAROLI
NA
REV.
m
e
a
k
Position of Dowel Holes: Deviation from plan position
± ‚ "
d
REV.
m
i
l
Width: Differential of adjacent spans in the same structure
± ƒ "
Bearing Area: Deviation from plan surface
± ˆ "
b
ELEVATI
ON
CROSSSECTI
ON
JXY
SAN
3-14
DEPARTMENT
OF TRANSPORTATI
ON
New Border
REV.
MRW
SAN
1-10
Plan & Notes
m
j
Local Smoothness
‚ " in 10'
REVI
EWED
k
Horizontal Position of holes for Transverse Tie Rods
± • "
QUAN.
PNP
SAN 5-08
DR.
PNP
SAN 5-08
l
Vertical Position of holes for Transverse Tie Rods
± … "
DES.
PNP
SAN 5-08
m
Position of Strands
± ‚ "
BY
CHK. DATE
h
Printed: Thursday, March 27, 2014 7:42:44 AM
The Live Load Distribution Factor (LLDF) is calculated based on the condition of being only connected enough to prevent relative vertical displacement at the
Design Assumptions:
Sym. about > Bridge
PRESTRESSED CONCRETE
CORED SLAB DETAI
LS
(
1o
f2
)
COUNTY
XXXXXXXX
ROUTE
XXXXXX
DRAWING NO. 704-29a
csdetails.dgn
BRI
DGE PLANSI
D
SHEET
NO.
1'-6"
9"
2"
XXXXXXX-BXX
C
1"
Level
> 1• "
Notes:
H1601 @ 12" Max
4"
4"
Cl.
2"
Chamfer
4" Dia. Deck
Cold applied
Drain (Typ.
elastic filler
For additional notes and details see Sh. XX.
ƒ "
1
ƒ "
Chamfer
Adjust bottom "A16" bars to clear deck drains.
7"
Ra
d.
7•"
5"
2‚ "Cl.
2"
2• " Cl.
2'-10"
each side)
1'-4ƒ"
1'-7"
10
"
in Parapet @ Bent
Gutterline
> Bridge
2• " Cl
.
XX
Open Jt.
16'-5" to
10"
7"A
16
"
Ba
rs
7"
2
Place end of deck drains flush with face of barrier parapet
on traffic side. Raise the traffic end of the drain • " by
placing the drain on a bed of grout and sloping to provide
2" Dia. Backer Rod
positive drainage. Place asphalt to provide positive drainage.
At no additional expense to the Department, it is permissible
1
Const. Jt.
4•"
2
3"±
forming of the barrier parapet.
Cold applied
C
I
NTERI
OR BENT
JOI
NT DETAI
L
DRAI
N DETAI
L
GB1601 @ 12" Max.
to provide coupling for deck drains that facilitates slip
(Level)
Const. Jt.
elastic filler
and backer rod
ƒ " Chamfer
SECTI
ON THRU BARRI
ER PARAPET
ELEVATI
ON AT I
NTERI
OR BENT
(Deck Drains not shown)
A
Fill the recess with
Epoxy Mortar especially
1„ "
formulated for applications
>
on vertical surfaces.
Π"
> End Bent
Transverse Tie Rod
3" Dia. Hole
Π"
1‚ " Dia.
or > Bent
1• "
for Transverse
Exp. Jt.
… "
Tie Rod
>
5" x 5" x† " PL washer
3"
ƒ "
slab (Typ.)
4"
2"
Heavy Hex Nut
Cold Applied
and lock washer.
4" 4"
Outside face of
Fill recess
2† "
Exterior Cored Slab
8"
Elastic Filler
1"
Strand
ƒ"
B
4‚"
B
Prestress
with grout
> 2" Dia.
Backer Rod
End of
‚ "
Cored Slab
ELEVATI
ON VI
EW
1"
5‚ "
‚ "
ƒ "
SECTI
ON BB
SECTI
ON CC
A
SHEAR KEY DETAI
L
Note: Omit Shear Key on Outside Face
DETAI
L"
A"
PART ELEVATI
ON AT
END OF CORED SLAB
SECTI
ON AA
of Exterior Cored Slabs.
(See Deck Section Sh. XX)
GROUTED RECESSAT END OF
PRETENSI
ONED STRAND
> 2• " Dia. Dowel Holes
6"
2"
> Joint
Begin or End Bridge
12" Dia.
& > Bent
End of cored slab
& > End Bent
…"
D/2
End of cored
with 1… " Dia. hole.
D/2
Depth = D
Œ"
Œ"
1„"
ƒ "
1• "
Void (Typ.)
Exp. Jt.
1• " Cl.
6"(Typ.)
1• " Joint
End of cored
> 2• " Dia. Dowel Hole
ƒ "
> 2• " Dia. Dowel
slab (Typ.)
2-J1601
J1303
Hole (Typ.)
ƒ "
Asphalt Wearing Surface
See Section C-C
ƒ "
12" Dia.
6"
ƒ "
See Section C-C
2-J1301 see
End Elev.
Voids (Typ.)
Concrete End Wall
Sh. XX.
GB1601 @
1'-0" max
Flowable Fill
2• "
l
wil
all
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r
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ing
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Printed: Thursday, March 27, 2014 7:42:46 AM
See Road Plans
Elastomeric
"A19" Dowels (Typ.)
Elastomeric
Bearing Pad (Typ.)
"A19" Dowels (Typ.)
> Bearing
> Bearing
PART PLAN
EXTERI
OR SLAB
Note: Interior slab similar except omit GB1601
bars. (Additional reinforcement not shown)
SECTI
ON AT END BENT
(Without Approach Slab)
SOUTH CAROLI
NA
REV.
Bearing Pad
SECTI
ON AT I
NTERI
OR BENT
REV.
JXY
SAN
3-14
DEPARTMENT
OF TRANSPORTATI
ON
New Border
REV.
MRW
SAN
1-10
Plan & Notes
REVI
EWED
QUAN.
PNP
SAN 5-08
DR.
PNP
SAN 5-08
DES.
PNP
SAN 5-08
BY
CHK. DATE
PRESTRESSED CONCRETE
CORED SLAB DETAI
LS
(
2o
f2
)
COUNTY
XXXXXXXX
ROUTE
XXXXXX
DRAWING NO. 704-29b
Begin or
End Bridge &
End of cored slab
> End Bent
> 2• " Dia. Dowel Hole
ƒ "
Asphalt Wearing Surface
1• " Joint
6"
12" Dia. Voids
Approach Slab
Elastomeric
"A19" Dowels (Typ.)
Bearing Pad
Note: Approach Slab Dowels
not shown.
(With Approach Slab)
PNP
SAN
5-08
SECTI
ON AT END BENT
DR.
Plan & Notes
1-10
SAN
MRW
Add Border
> Bearing
REV.
REV.
JXY
SAN
3-14
Printed: Thursday, March 27, 2014 7:42:47 AM
See Section C-C
DRAWING NO. 704-29b