PRESTRESSED CONCRETE ADJACENT BEAMS TYPICAL ...

shootperchUrban and Civil

Nov 26, 2013 (3 years and 11 months ago)

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REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
TYPICAL SECTIONS
BD-PA1E













3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
8"
8"
10"
10"
þÿ1
þÿ1
þÿ1
þÿ1
þÿ1
þÿ1
1'-3"
1'-3"
1'-3"
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
1'-0"
1'-0"
9"
9"
þÿ1
þÿ1
þÿ7
þÿ7
6"
6"
4"
4"
þÿ
þÿ
þÿ
þÿ
NOTE:
OMIT SHEAR KEY FROM
OUTSIDE OF FASCIA BEAMS
B36" x 24"
B36" x 27"
B36" x 30"
B36" x 33"
B36" x 36"
B36" x 39"
B36" x 54"
B36" x 51"
B36" x 48"
B36" x 45"
B36" x 42"
S36" x 12"
S36" x 18"
S36" x 21"
S36" x 15"
BOX BEAMS - TYPICAL SECTIONS
SLAB UNITS - TYPICAL SECTIONS
SHEAR KEY
RECESS DETAIL
NOT TO SCALE
NOTE:

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
SLAB UNIT PROPERTIES
BOX BEAM PROPERTIES
TYPE
TYPE
DISTANCE
FROM C.G. TO
BOTTOM (in.)
DISTANCE
FROM C.G. TO
BOTTOM (in.)
MOMENT OF
INERTIA
(in. )
4
MOMENT OF
INERTIA
(in. )
4
AREA
(in. )
2
AREA
(in. )
2
S36" x 12"
S36" x 15"
S36" x 18"
S36" x 24"
B36" x 24"
B36" x 27"
B36" x 30"
B36" x 33"
B36" x 36"
B36" x 39"
B36" x 42"
B36" x 45"
B36" x 48"
B36" x 51"
B36" x 54"
415.4
427.0
480.8
508.9
533.4
562.3
591.5
622.5
651.5
680.6
711.6
740.6
769.7
798.7
827.9
6"
9"
7.5"
10.5"
12"
15"
18"
21"
24"
27"
13.5"
16.5"
19.5"
22.5"
25.5"
4862.7
9497.1
16558.1
24769.9
36638.3
49948.2
65708.7
85361.3
106599.5
130672.6
159622.9
189942.6
223529.7
260456.3
300842.6
24"
27"
30"
33"
36"
39"
54"
51"
48"
45"
42"
12"
15"
18"
21"
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
TYPICAL SECTIONS


BD-PA2E
NOTE:

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.











FOR SHEAR KEY DETAIL, SEE BD-PA1E.
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
SEE SHEAR KEY
RECESS DETAIL
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
3" (TYP.)
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
þÿ5
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
5"
B48" x 24"
B48" x 27"
B48" x 30"
B48" x 33"
B48" x 36"
B48" x 51"
B48" x 48"
B48" x 45"
B48" x 42"
B48" x 39"
B48" x 54"
S48" x 12"
S48" x 15"
S48" x 21"
S48" x 18"
BOX BEAMS - TYPICAL SECTIONS
10"
10"
10"
10"
10"
10"
10"
10"
1'-0"
1'-0"
1'-2"
1'-2"
1'-2"
1'-2"
10"
10"
8"
8"
8"
1'-2"
1'-2"
þÿ7
þÿ7
þÿ1
þÿ1
9"
9"
6"
6"
SLAB UNIT PROPERTIES
BOX BEAM PROPERTIES
TYPE
TYPE
AREA
(in. )
2
AREA
(in. )
2
DISTANCE
FROM C.G. TO
BOTTOM (in.)
DISTANCE
FROM C.G. TO
BOTTOM (in.)
MOMENT OF
INERTIA
(in. )
MOMENT OF
INERTIA
(in. )
4
4
SLAB UNITS - TYPICAL SECTIONS
S48" x 12"
B48" x 24"
B48" x 27"
B48" x 30"
B48" x 33"
B48" x 36"
B48" x 39"
B48" x 42"
B48" x 45"
B48" x 48"
B48" x 51"
B48" x 54"
S48" x 15"
S48" x 21"
S48" x 18"
556.8
558.8
623.9
684.6
6"
9"
7.5"
10.5"
6513.2
12666.0
22059.9
33426.2
665.7
694.7
723.9
754.9
783.8
813.0
844.0
873.0
902.1
931.1
960.2
12"
13.5"
15"
16.5"
18"
19.5"
21"
2
2.5"
24"
25.5"
27"
48290.5
65516.5
85769.7
110827.9
137736.0
168055.7
204309.6
242101.1
283688.6
329216.2
378780.1
þÿ5
þÿ5
þÿ5
24"
27"
30"
33"
36"
51"
48"
45"
36"
39"
54"
12"
15"
21"
18"
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08

NOTE:
DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
A
A























IF THIS DIMENSION VARIES,
THE DESIGNER SHALL DETAIL
A PLAN VIEW OF THE REQUIRED
OFFSETS FROM THE BEAM EDGE.
*
THIS BAR IS TO BE CAST
INTO THE PRECAST UNIT
AND TIED TO THE BEAM
REINFORCEMENT WHENEVER
POSSIBLE.
NOTE:
DRIP GROOVE RUNS PERPENDICULAR
FROM THE FASCIA BEAM TO THE FASCIA.
NOTE: STEEL RAILING NOT
SHOWN FOR CLARITY
SLOPE BOTTOM OF SLAB
TO DRAIN TOWARD FASCIA
SEE SINGLE SLOPE BARRIER
FASCIA DETAIL
SEE STEEL RAILING
FASCIA DETAIL
CROWN LINE (HIGH
POINT OF ROADWAY IF
DIFFERENT FROM T.G.L.)
#6(E OR G) BARS @ 8"
(MAX.) (BAR P)
c
OF BRGS.
END ABUT.
STA.
c
OF BRGS.
BEG. ABUT.
STA.
#4(E OR G) LONGITUDINAL BARS @ 8"
3" COV.
#4(E OR G) TRANSVERSE
BARS @ 8"
2-#4(E OR G) BARS
SPACE AS SHOWN
8"
(MAX.)
4" (MIN.)
6" (MAX.)
2" COV.
2" COV.
4" (MIN.)
c
OF TRANSVERSE TENDON (TYP.)
FASCIA LINE
INDICATE AZIMUTH
INDICATE AZIMUTH
STATION LINE
7"
FASCIA LINE
SKEW ANGLE
TOTAL DIMENSION
2" COV.
2" COV.
4"
4"
2%
7"
8"
1'-0"
*
3'-0" TO FRONT FACE
OF BRIDGE SEAT
45
n
(TYP.)
TOP OF PRESTRESSED BEAM
D/4
D/4
D/4
D/4
B12
B11
B10
B9
B8
B7
B6
B5
B4
B3
B2
B1
4" (MIN.)
1"
2"
# BEAMS @ _ ft. = _ ft.
# BEAMS @ _ ft. = _ ft.
TOTAL DIMENSION
OUT TO OUT WIDTH OF BEAMS =
PRESTRESSED CONCRETE BEAMS
STATION LINE
T.G.L.
6" MIN.
COMPOSITE (E OR G)
BARS (TYP.)
#4(E OR G) LONGITUDINAL BARS @ 8"
4"
1'-6"
1'-10"
1'-8"
SLOPE
3" COV.
SLOPE
#4(E OR G) TRANSVERSE BARS @ 8"
#4(E OR G) BAR TYP.
BOTH FASCIAS
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
STEEL RAILING
FASCIA DETAIL
SINGLE SLOPE BARRIER
FASCIA DETAIL
ELEVATION A-A
(SHOWING DRIP GROOVE DETAIL)
7"
2" DIA. HOLE FOR
1" DIA. ANCHOR
DOWEL (TYPICAL)
BEAMS @ NOMINAL SPACING (INCLUDING JOINTS @ in.
u
)
NOT TO SCALE
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS-FRAMING PLAN
AND TRANSVERSE SECTION
BD-PA3E

OUT TO OUT WIDTH OF BEAMS = BEAMS @ NOMINAL SPACING (INCLUDING JOINTS @ in.
u
)
BEAM LAYOUT
(SPAN
w
50 ft.)
DESIGNER NOTES:

USE EPOXY COATED (E) REINFORCEMENT IN THE BRIDGE DECK. GALVANIZED (G) REINFORCEMENT MAY
BE SUBSTITUTED ACCORDING TO THE GUIDANCE CONTAINED IN THE BRIDGE MANUAL.
TYPICAL DETAILS ARE SHOWN ON THIS SHEET FOR A SIMPLE SPAN WITH A 20
n
SKEW UTILIZING BOX
BEAMS. DETAILS ARE SIMILAR FOR SLAB UNITS AND FOR BRIDGES WITH OTHER SKEWS.
WHEN CONCRETE BARRIER TRANSITIONS ARE LOCATED ON THE BRIDGE DECK, A PLAN VIEW
DETAILING BARRIER BARS IN THE BEAM SHALL BE SHOWN.
FOR BARRIER REINFORCEMENT, SEE THE BD-RC SERIES.
FOR BOX BEAM REINFORCEMENT, SEE BD-PA5E.
FOR TRANSVERSE TENDON DETAILS, SEE BD-PA7E.
c
þÿOF (3)v
TRANSVERSE TENDONS
PAY LIMIT FOR LONGITUDINAL SAWCUT GROOVING
TOTAL DIMENSION (PAY LIMITS FOR SLAB ITEM)
(PAY LIMITS FOR BEAMS ITEM)
ALTERNATE LAP
FASCIA TO FASCIA
CLASS HP
CONCRETE
PROTECTIVE SEALER
ON TOP SURFACE

ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08











































NOTES:
(E) DENOTES EPOXY COATED BARS.
DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
NOTE TO FABRICATOR:

BAR SPACING MAY BE SLIGHTLY ADJUSTED
TO AVOID INTERFERENCE WITH THE DOWEL
HOLE AND TRANSVERSE TENDON TUBE.
NOTE:
STRANDS NOT SHOWN FOR CLARITY. SEE BEAM
END BLOCK REINFORCEMENT AND DIAPHRAM
REINFORCEMENT DETAILS FOR MORE INFORMATION.
TOP LONGITUDINAL REINFORCEMENT PLACED
AS SHOWN IN TYPICAL BOX BEAM SECTION
LABEL BAR MARKS
SEE "PLAN - END BLOCK REINFORCEMENT"
DETAIL, THIS DRAWING
COMPOSITE BAR (E) PLACED MIDWAY
BETWEEN SHEAR STIRRUPS (TYP.)
SHEAR STIRRUPS @ X NO. OF EQUAL
SPACING
l
DESIGN SPACING (SEE NOTE TO
FABRICATOR)
TOP LONGITUDINAL
REINFORCEMENT PLACED
AS SHOWN IN TYPICAL
BOX BEAM. SEE BD-PA5
3" DIA. PRECAST HOLE
FOR TENDON (TYPICAL)
3" DIA. PRECAST HOLE
FOR TENDON (TYPICAL)
COMPOSITE BARS (E) @ DESIGN SPACING
SHEAR STIRRUPS @ DESIGN SPACING
SHEAR STIRRUPS @ X NO. OF
þÿEQUAL SPACE
6"
6"
6" (TYP.)
#4 BARS
#4 BARS @ 12"
(MAX.)
DRAIN (TYP.)
#4 BARS
2"
1'-0"
2"
2"
2"
c
OF BEARINGS
0 (TYP.)
0 (TYP.)
END OF BEAM
c
OF BEAM
ANCHOR
DOWEL
HOLE
Y (2" MIN.)
2"
þÿWHERE Y = 1 " + 2 (M
#4 BARS PLACED AS
SHOWN (6" MAX. SPA.)
#4 BARS PLACED AS
SHOWN (6" MAX. SPA.)
#4 SHEAR
STIRRUPS
2" COV.
(TYP.)
#4 BARS @
6" (MAX.)
6"
6"
6"
3"
3"
4'-0"
#4 SHEAR
STIRRUPS
2" COV.
(TYP.)
#4 BARS @
6" (MAX.)
6"
6"
6"
3'-0"
3"
3"
2'-0"
(TYP.)
#4 BARS @
6" (MAX.)
TWO PAIRS OF #4 SHEAR STIRRUPS
PLACED AS SHOWN
c
OF TRANSVERSE TENDON
c
OF BEARINGS
2'-0"
(TYP.)
7"
7"
3"
3"
#4 BARS
@ 6" (MAX.)
#4 BARS
@ 6" (MAX.)
6"
6"
BEAM VOID
2" COV. (MIN.)
SEE DETAIL A
c
OF BEAM
#4 HORIZONTAL STIRRUPS
SPACED @ 6"
2'-0" MIN. LAP
BAR MARK
BAR MARK (E) (COMPOSITE BAR @ DESIGN SPACING)
BAR MARK (SHEAR STIRRUP @ DESIGN SPACING)
3" DIA.
PRECAST HOLE (TYP.)
2'-0" MIN. LAP (TYP.)
SEE PLAN - DIAPHRAGM REINFORCEMENT
DETAIL, THIS DRAWING
BAR MARK (SHEAR STIRRUP @ DESIGN SPACING)
BAR MARK (COMPOSITE BAR (E) @ DESIGN SPACING)
c
OF TRANSVERSE TENDON (TYP.)
ft.
c
OF BEARINGS TO
c
OF BEARINGS
c
OF 3" DIA. PRECAST
HOLE FOR TENDON (TYP.)
c
OF BRGS.
c
OF BRGS.
þÿ" DIA. NON-
EACH CORNER OF EACH VOID (TYP.)
LOCATE TO CLEAR STRANDS.
SKEW
c
OF BEAM
7" (TYP.)
7" (TYP.)
7"
(TYP.)
6" (TYP.)
PLAN - BOX BEAM
(PLAN SHOWN FOR SPANS
w
50 ft.)
SECTION B-B REINFORCEMENT
REINFORCEMENT PLAN - BOX BEAM
DIAPHRAGM REINFORCEMENT
ANCHOR DOWEL HOLE
PLAN - END BLOCK REINFORCEMENT
(4'-0" WIDE)
END BLOCK REINFORCEMENT
(4'-0" WIDE BEAM)
END BLOCK REINFORCEMENT
(3'-0" WIDE BEAM)
PLAN
SECTION C-C
NOT TO SCALE
NOT TO SCALE
DETAIL A
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS-BOX BEAM
PLAN & ELEVATION
BD-PA4E

(TYP.)
AA
A
AA
A
A
B
B
C
C
VOID
1'-2" (TYP.)

1" COV.
DESIGNER NOTES:

BOX BEAM SHOWN: SLAB UNIT SIMILAR.

FOR SECTION A-A, SEE TYPICAL SECTIONS ON BD-PA1E AND BD-PA2E.

FOR REINFORCEMENT AND STRAND DETAILS, SEE BD-PA5E AND BD-PA6E.

THE BAR LIST FOR EACH PRESTRESSED BEAM SHALL BE PLACED ON THAT BEAM SHEET.

ALL BAR REINFORCEMENT EMBEDDED IN OR PROTRUDING FROM THE PRESTRESSED BEAMS SHALL BE
INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED BEAMS EXCLUDING CONCRETE BARRIER BARS. ALL
BAR TYPES (SHAPES) INCLUDED IN THE BAR LIST SHALL BE SHOWN. FOR SKEWS 20
n
AND OVER, SHOW
ACUTE CORNERS OF BEAMS SQUARED OFF TO 6 in.

COMPOSITE SHEAR STIRRUPS MAY BE SPACED INDEPENDENT OF THE VERTICAL SHEAR STIRRUP SPACING.
MAXIMUM ALLOWABLE SKEW ANGLE IS 50
n
.

ALL REINFORCEMENT TO BE VERIFIED BY DESIGNER.

THE PERPENDICULAR DIMENSION FROM THE
c
OF BEARINGS TO THE END OF BEAM SHALL PREFERABLY
BE 10 in. FOR INTEGRAL ABUTMENTS, THIS DIMENSION SHALL BE 8 in. AND THE ANCHOR DOWEL
HOLE IS ELIMINATED.

FOR FIXED END USE 2 in. DIA. ANCHOR DOWEL HOLE. FOR EXPANSION END USE 2 in. DIA. HOLE FOR
EXPANSION LENGTHS UP TO 115 ft. FOR EXPANSION LENGTHS OVER 115 ft., CALCULATE LENGTH "Y" SHOWN
ABOVE.

þÿHOLE IN BEARING IS 2 in. DIA. AND HOLE IN SU
NEED TO BE ADJUSTED IF LARGER THAN 1 in. DIA. ANCHOR DOWEL IS USED.
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
BOX BEAM DETAILS
BD-PA5E






















































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TOTAL STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
STRANDS
ALL DIMENSIONS ARE OUT-TO-OUT DIMENSIONS
COST OF BAR REINFORCEMENT TO BE INCLUDED IN PRESTRESSED BEAM ITEM
TO BE USED ONLY WHEN EXTERNAL DIAPHRAGMS ARE USED.
INTERNAL DIAPHRAGMS ARE INCLUDED IN BEAM DEAD LOAD.
v SHOW LIVE LOAD DESIGN CRITERIA
THE JACKING FORCE SHALL BE GIVEN TO THE NEAREST 0.1 kip
AND SHALL BE THE SAME FOR ALL PRESTRESSED UNITS IN A BRIDGE.
THESE STRAND LOCATIONS MAY ONLY
BE USED IF THE BOTTOM FLANGE
THICKNESS IS INCREASED TO 6".
4'-0" WIDE BOX UNIT SHOWN
ELIMINATE THESE BARS IN THE
3'-0" WIDE BOX UNITS
PRESTRESSED BEAMS
SET THE BRIDGE SEAT
ELEVATIONS "LEVEL" IN
THIS DIRECTION
c
OF BEAM
BEARING PAD
"LEVEL"
ABUTMENT BRIDGE SEAT
"LEVEL"
EL.
EL.
BREAK IN CROSS SLOPE
OF THE BRIDGE SEAT
NOTES:

THE PRESTRESSING STRANDS SHALL BE 0.6 in. DIAMETER WITH
A GUARANTEED ULTIMATE STRENGTH OF 270 ksi.
JACKING FORCE = 44 kips PER STRAND
REQUIRED MINIMUM CONCRETE STRENGTH AT TRANSFER = 8 ksi.
REQUIRED MINIMUM CONCRETE STRENGTH AT 56 DAYS = 10 ksi.
THE ALLOWABLE TENSION IN THE PRESTRESSED CONCRETE UNITS:
AT TRANSFER = ksi.
AT SERVICE LIMIT STATE = ksi.

þÿALL EXPOSED CORNERS, EXCEPT TH

ALL TEMPORARY INSERTS SHALL BE APPROVED BY THE DEPUTY CHIEF
ENGINEER (STRUCTURES) AND DETAILED ON THE PRESTRESSED CONCRETE
"SHOP DRAWINGS".

BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.
THE TOPS OF PRESTRESSED UNITS SHALL RECEIVE A TRANSVERSE
þÿROUGHENED FINISH WITH

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
SYMM. ABOUT
c
OF BOX BEAM
c
OF BRGS.
C.G. OF PRESTRESSING STRANDS
NO. OF STRANDS
NO. OF STRANDS
NO. OF STRANDS
DEBONDED
DEBONDED
DEBONDED
SEE TYPICAL BOX BEAM SECTION
A
B
C
COMPOSITE EPOXY COATED BAR
SHALL BE SECURELY ATTACHED
TO THE TWO STRANDS.
3"
þÿ" DIA. HDPE O
CORNERS OF EACH END OF VOID (TYP.)
LOCATE TO CLEAR STRANDS.
þÿ2
2"
10" (TYP.)
2"
þÿ1"
2" COV.
C.G. OF STRANDS
SYMM. ABOUT
c
FOR SHEAR
KEY DETAILS
SEE BD-PA7E.
3"
3"
2"
2" COV.
#4 BARS (TYP.)
0 (TYP.)
c
OF TRANSVERSE TENDON
0 (TYP.)
#4 BARS - SHEAR STIRRUPS
SPACING BY DESIGNER
C
C
B
A
1'-0"
LAP (MIN.)
10"
MIN. EMB.
- DENOTES STRAIGHT BONDED STRANDS
- DENOTES DEBONDED STRANDS
THEORETICAL SLAB THICKNESS TABLE
LOCATION
EDGE OF
LEFT FASCIA BEAM
STATION LINE
CROWN LINE
EDGE OF
RIGHT FASCIA BEAM
c
OF BRGS. - ABUT.
c
OF BRGS. - ABUT.
MIDSPAN
PRESTRESSED CONCRETE BOX BEAM REINFORCEMENT
4'-0"
BEAM
3'-0"
BEAM
MARK
NO.
TYPE
LENGTH
WEIGHT
A
B
C
D
E
F
G
H
J
K
O
R
I
II
III
III
III
III
IV
V
V
IV
III
III
III
III
II
I
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
1'-0"
1'-0"
2'-0"
1'-0"
1'-0"
3'-8"
3'-8"
3'-7"
1'-0"
1'-0"
2'-8"
1'-0"
XXX
2'-8"
XXX
1'-0"
XXX
2'-0"
XXX
2'-7"
TOTAL PLAIN BARS
TOTAL PLAIN BARS
lb. PER BEAM
lb. PER BEAM
O
0
0
0
0
B
A
B
C
R
A
B
B
C
C
D
D
E
(H)
(G)
(A)
CAMBER TABLE
DESIGN LOAD TABLE
TOP OF SLAB ELEVATIONS
UNIT
c
BRGS.
c
BRGS.
þÿ
þÿ 
MIDSPAN
UNIT
REACTION AT
ABUTMENT (kips)
D.L.
S.D.L.
BEAM
SLAB
UTILITIES
SIDEWALK
RAILINGS
FUTURE W.S.
HL
CAMBER DUE TO PRESTRESSED FORCE AND
BEAM D.L. (WITHOUT GROWTH) @ TRANSFER
DEFLECTION DUE TO SLAB DEAD LOAD
DEFLECTION DUE TO SUPER IMPOSED D.L.
þÿ1 &"
ON STRANDS (TYP.)
THESE STRAND LOCATIONS ONLY
AVAILABLE FOR INTEGRAL ABUTMENTS

SYMM. ABOUT
c
2"
þÿ2
2"
3"
TYPICAL BOX BEAM SECTION
SCHEMATIC DETAIL FOR DEBONDED STRANDS
STRAND LOCATION SCHEMATIC
PROCEDURE FOR ESTABLISHING
ABUTMENT OR PIER SEAT ELEVATIONS
FOR ADJACENT PRESTRESSED BEAMS
NOT TO SCALE
NOT TO SCALE
TYPE I
TYPE II
TYPE III
TYPE 1V
TYPE V
MAX. MOM.
MIDSPAN (kip-ft.)
THIS TABLE SHOWS THE THEORETICAL THICKNESS OF THE DECK SLAB IN in. BASED ON
ASSUMED BEAM CAMBERS. IT IS SHOWN TO ASSIST IN ESTIMATING CONCRETE VOLUME.
ACTUAL DECK THICKNESS WILL BE SET TO CONFORM TO THE HIGHWAY PROFILE.
*
DIAPHRAGMS
**
L.L.
*
*
*
ASSUMED LIVE LOAD = HL-93 AND NYSDOT PERMIT
VEHICLE FOR LRFD (HSv25 FOR LFD)
***
DESIGNER NOTES:
THE NUMBER AND PLACEMENT OF STRANDS SHALL BE DETERMINED BY THE DESIGNER.
THE TRANSVERSE TENDON AND RECESS MUST NOT INTERFERE WITH PRESTRESSING
STRANDS. TRANSVERSE TENDONS SHOULD BE LOCATED IN THE MIDDLE THIRD OF THE BEAMS.
THE DESIGNER MAY ELECT TO USE OTHER BEAM DEPTHS THAN THOSE SHOWN, IF REQUIRED
BY DESIGN, WITH THE APPROVAL OF THE DEPUTY CHIEF ENGINEER (STRUCTURES).
DESIGNER SHALL NOTE WHICH STRANDS ARE TO BE EXTENDED FROM THE BEAM FOR
INTEGRAL ABUTMENT CONSTRUCTION.
SHOW THE THEORETICAL SLAB THICKNESS TABLE ONLY WHEN THE AVERAGE THEORETICAL
SLAB THICKNESS EXCEEDS 7 in. CROWN LINE DIMENSIONS NEED TO BE SHOWN ONLY
WHEN THE CROWN LINE IS NOT LOCATED ON THE STATION LINE.
THE SCHEMATIC DETAIL FOR DEBONDED STRANDS SHOWN FOR ILLUSTRATIVE PURPOSES
ONLY. NUMBER AND PLACEMENT OF STRANDS SHALL BE DETERMINED BY THE DESIGNER.
PROVIDE ABUTMENT AND PIER SEAT ELEVATIONS WHERE SLOPE CHANGES OCCUR AND AT
BOTH ENDS OF THE BRIDGE SEAT.
BARRIER BARS SHALL BE DETAILED AND ADDED TO THE BEAM REINFORCEMENT LIST WHEN
NECESSARY.
FOR BAR LIST, DESIGNER TO REPLACE XXX WITH ACTUAL DIMENSION REQUIRED.
vTHESE STRANDS SHALL BE TENSIONED TO A JACKING FORCE OF 2.2 KIPS IF USED AS
STIRRUP SUPPORTS ONLY. IF THEY ARE USED AS DESIGN STRANDS THEY SHALL BE
TENSIONED TO A JACKING FORCE OF 44 KIPS.
***
***
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
SLAB UNIT DETAILS

BD-PA6E





















































4'-0" WIDE BOX UNIT SHOWN
ELIMINATE THESE BARS IN THE
3'-0" WIDE BOX UNITS
THIS TABLE SHOWS THE THEORETICAL THICKNESS OF THE DECK SLAB IN in. BASED ON
ASSUMED BEAM CAMBERS. IT IS SHOWN TO ASSIST IN ESTIMATING CONCRETE VOLUME.
ACTUAL DECK THICKNESS WILL BE SET TO CONFORM TO THE HIGHWAY PROFILE.
þÿ" DIA. NON-F
BOTH ENDS OF EACH VOID (TYP.)
LOCATE TO CLEAR STRANDS.
"LEVEL"
"LEVEL"
PRESTRESSED BEAMS
SET THE BRIDGE SEAT
ELEVATIONS "LEVEL" IN
THIS DIRECTION
c
OF BEAM
BEARING PAD
ABUTMENT BRIDGE SEAT
BREAK IN CROSS SLOPE
OF THE BRIDGE SEAT
EL.
EL.
NOTES:

THE PRESTRESSING STRANDS SHALL BE 0.6 in. DIAMETER WITH
A GUARANTEED ULTIMATE STRENGTH OF 270 ksi.
JACKING FORCE = 44 kips PER STRAND
REQUIRED MINIMUM CONCRETE STRENGTH AT TRANSFER = 8 ksi.
REQUIRED MINIMUM CONCRETE STRENGTH AT 56 DAYS = 10 ksi.
THE ALLOWABLE TENSION IN THE PRESTRESSED CONCRETE UNITS:
AT TRANSFER = ksi.
AT SERVICE LIMIT STATE = ksi.
þÿALL EXPOSED CORNERS, EXCEPT T

ALL TEMPORARY INSERTS SHALL BE APPROVED BY THE DEPUTY CHIEF
ENGINEER (STRUCTURES) AND DETAILED ON THE PRESTRESSED CONCRETE
"SHOP DRAWINGS".

BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.

THE TOPS OF PRESTRESSED UNITS SHALL RECEIVE A TRANSVERSE
þÿROUGHENED FINISH WIT

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
NO. OF STRANDS
NO. OF STRANDS
NO. OF STRANDS
SEE TYPICAL BOX BEAM SECTION
DEBONDED
DEBONDED
DEBONDED
c
OF BRGS.
SYMM. ABOUT
c
OF BOX BEAM
C.G. OF PRESTRESSING STRANDS
-
DENOTES STRAIGHT BONDED STRANDS
- DENOTES DEBONDED STRANDS
c
OF TRANSVERSE
TENDON
C.G. OF STRANDS
THESE STRAND LOCATIONS
ONLY AVAILABLE FOR
INTEGRAL ABUTMENTS
#
STRANDS
#
STRANDS
#
STRANDS
#
TOTAL STRANDS
COMPOSITE EPOXY COATED BAR SHALL
BE SECURELY ATTACHED TO THE
TWO STRANDS
#4 BARS (TYP.)
þÿ1"
SYM. ABOUT
c
þÿ1 "
2"
3"
2"
0 (TYP.)
2"
3"
3"
2"
#4 BARS (SPACED
BY DESIGNER)
THEORETICAL SLAB THICKNESS TABLE
CHAMBER TABLE
DESIGN LOAD TABLE
TOP OF SLAB ELEVATIONS
PRESTRESSED CONCRETE SLAB UNIT REINFORCEMENT
MARK
NO.
TYPE
MASS
LENGTH
A
B
C
D
E
F
G
H
J
K
O
R
4'-0"
BEAM
3'-0"
BEAM
LOCATION
EDGE OF
LEFT FASCIA BEAM
EDGE OF
RIGHT FASCIA BEAM
STATION LINE
CROWN LINE
c
OF BRGS. - ABUT.
c
OF BRGS. - ABUT.
MIDSPAN
TOTAL PLAIN BARS lb. PER BEAM
TOTAL PLAIN BARS lb. PER BEAM
I
I
II
III
III
VI
V
IV
XXX
1'-0"
XXX
XXX
1'-0"
0
2'-0"
XXX
0
XXX
XXX
XXX
XXX
XXX
XXX
3'-7"
XXX
XXX
XXX
I
I
II
III
III
IV
V
VI
1'-0"
1'-0"
XXX
0
XXX
XXX
2'-0"
XXX
0
XXX
XXX
XXX
XXX
XXX
XXX
2'-7"
XXX
XXX
XXX
TYPE I
TYPE V
TYPE II
TYPE III
TYPE VI
TYPE IV
ALL DIMENSIONS ARE OUT-TO-OUT DIMENSIONS
COST OF BAR REINFORCEMENT TO BE INCLUDED IN PRESTRESSED BEAM ITEM
(A)
(G)
(A)
(G)
(H)
B
D
C
O
R
A
B
A
B
C
B
D
C
C
E
B
D
CAMBER DUE TO PRESTRESSED FORCE AND
BEAM D.L. (WITHOUT GROWTH) @ TRANSFER
DEFLECTION DUE TO SLAB DEAD LOAD
UNIT
REACTION AT
ABUTMENT kips
BEAM
SLAB
UTILITIES
SIDEWALK
RAILINGS
FUTURE W.S.
HL
S.D.L.
D.L.
UNIT
c
BRGS.
c
BRGS.
þÿ 
þÿ
MIDSPAN
TYPICAL SLAB UNIT SECTION
SCHEMATIC DETAIL FOR DEBONDED STRANDS
PROCEDURE FOR ESTABLISHING
ABUTMENT OR PIER SEAT ELEVATIONS
FOR ADJACENT PRESTRESSED BEAMS
NOT TO SCALE
NOT TO SCALE
A
B
C
DEFLECTION DUE TO SUPERIMPOSED D.L.
MAX. MOM.
MIDSPAN kip-ft.
þÿ2
FOR SHEAR KEY
DETAILS, SEE BD-PA7E.
TO BE USED ONLY WHEN EXTERNAL DIAPHRAGMS ARE USED.
INTERNAL DIAPHRAGMS ARE INCLUDED IN BEAM DEAD LOAD.
v SHOW LIVE LOAD DESIGN CRITERIA
THE JACKING FORCE SHALL BE GIVEN TO THE NEAREST 0.1 kip
AND SHALL BE THE SAME FOR ALL PRESTRESSED UNITS IN A BRIDGE.
*
*
*
*
DIAPHRAGMS
**
L.L.
ASSUMED LIVE LOAD = HL-93 AND NYSDOT PERMIT
VEHICLE FOR LRFD (HSv25 FOR LFD)

***
***


***
DESIGNER NOTES:
THE NUMBER AND PLACEMENT OF STRANDS SHALL BE DETERMINED BY THE DESIGNER.
THE TRANSVERSE TENDON AND RECESS MUST NOT INTERFERE WITH PRESTRESSING
STRANDS. TRANSVERSE TENDONS SHOULD BE LOCATED IN THE MIDDLE THIRD OF THE BEAMS.
THE DESIGNER MAY ELECT TO USE OTHER BEAM DEPTHS THAN THOSE SHOWN, IF REQUIRED
BY DESIGN, WITH THE APPROVAL OF THE DEPUTY CHIEF ENGINEER (STRUCTURES).
DESIGNER SHALL NOTE WHICH STRANDS ARE TO BE EXTENDED FROM THE BEAM FOR
INTEGRAL ABUTMENT CONSTRUCTION.
SHOW THE THEORETICAL SLAB THICKNESS TABLE ONLY WHEN THE AVERAGE THEORETICAL
SLAB THICKNESS EXCEEDS 7 in. CROWN LINE DIMENSIONS NEED TO BE SHOWN ONLY
WHEN THE CROWN LINE IS NOT LOCATED ON THE STATION LINE.
THE SCHEMATIC DETAIL FOR DEBONDED STRANDS SHOWN FOR ILLUSTRATIVE PURPOSES
ONLY. NUMBER AND PLACEMENT OF STRANDS SHALL BE DETERMINED BY THE DESIGNER.
PROVIDE ABUTMENT AND PIER SEAT ELEVATIONS WHERE SLOPE CHANGES OCCUR AND AT
BOTH ENDS OF THE BRIDGE SEAT.
BARRIER BARS SHALL BE DETAILED AND ADDED TO THE BEAM REINFORCEMENT LIST WHEN
NECESSARY.
FOR BAR LIST, DESIGNER TO REPLACE XXX WITH ACTUAL DIMENSION REQUIRED.
vTHESE STRANDS SHALL BE TENSIONED TO A JACKING FORCE OF 2.2 KIPS IF USED AS
STIRRUP SUPPORTS ONLY. IF THEY ARE USED AS DESIGN STRANDS THEY SHALL BE
TENSIONED TO A JACKING FORCE OF 44 KIPS.
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS-TRANSVERSE
TENDONS AND SHEAR KEYS
BD-PA7E





















*




DESIGNER NOTES:
NOTCHOUT DETAIL TO BE USED ONLY WHEN A
MULTI-CELL MODULAR JOINT SYSTEM IS USED.
NOTCHOUT DETAIL NOT TO BE USED WITH
1'-0" SLAB UNITS.
WHEN THIS IS NOT POSSIBLE WITH SLAB UNITS,
MOVE THE PRESTRESSING STRANDS AWAY FROM
THE OUTSIDE FASCIA OF THE BEAM TO AVOID
INTERFERENCE WITH THE RECESS.
*
SHEAR KEY TO BE FILLED WITH MATERIAL
MEETING THE REQUIREMENTS OF SECTION
4.5.2, AND PLACED IN ACCORDANCE WITH
SECTION 8.4.5.4, OF THE PRESTRESSED
CONCRETE CONSTRUCTION MANUAL (PCCM).
SHEAR KEY TO BE FILLED WITH MATERIAL
MEETING THE REQUIREMENTS OF SECTION
4.5.2, AND PLACED IN ACCORDANCE WITH
SECTION 8.4.5.4, OF THE PRESTRESSED
CONCRETE CONSTRUCTION MANUAL (PCCM).
RECESS TO BE FILLED WITH MATERIAL MEETING
THE REQUIREMENTS OF SECTION 4.5.3 AND
PLACED IN ACCORDANCE WITH SECTION 8.4.5.5
OF THE PRESTRESSED CONCRETE CONSTRUCTION
MANUAL (PCCM). COLOR TO MATCH BEAMS.
NOTE:
NO SEALER APPLIED TO THE NOTCH-
OUT FOR TRANSVERSE TENDONS
NOTE:
NO SEALER APPLIED TO THE NOTCH-
OUT FOR TRANSVERSE TENDONS
c
OF 3" DIA.
PRECAST HOLE
SEE SHEAR KEY
AT TRANSVERSE
TENDON DETAIL
SELF ADHESIVE COMPRESSIBLE
SEALER TO BE PLACED PRIOR
TO ERECTION OF THE BEAMS.
þÿ" DIA. 
OR EQUAL TENSIONED
TO 84 kips (28 kips/STRAND)
3 PER HOLE (TYPICAL)
SELF ADHESIVE
COMPRESSIBLE SEALER
SELF ADHESIVE
COMPRESSIBLE SEALER
GROUT MATERIAL
GROUT MATERIAL
3" DIA. PRECAST HOLE
c
OF 3" DIA.
PRECAST HOLE
þÿ1" 
2" (MAX.)
BOTTOM OF SHEAR KEY
BEAM WIDTH
þÿJOINT, 
þÿ1 " 
PRESTRESSED STRAND (TYP.)
FASCIA SIDE OF BEAM
FASCIA BEAM
c
OF BRGS.
c
OF BRGS.
c
OF BRGS.
c
OF BRGS.
c
OF TRANSVERSE TENDONS (TYP.)
c
OF TRANSVERSE TENDONS
LAP BENT BAR
TO LONGITUDINAL
REINFORCEMENT
1'-3"
PERPENDICULAR
TO END OF BEAM
NOTE:
SHEAR AND END BLOCK REINFORCEMENT
NOT SHOWN.
7" (TYP.)
7" (TYP.)
6" (TYP.)
7" (TYP.)
7" (TYP.)
7" (TYP.)
1'-2" (TYP.)
A
A
7" (TYP.)
c
OF TRANSVERSE TENDONS
c
OF TRANSVERSE TENDONS
L/2
L/2
D/4
D/4
D/4
D/4
7" (TYP.)
3" DIA.
PRECAST HOLE
5" (MIN.)
(TYP.)
6"
6"
þÿ6
þÿ
þÿ
1"
3" DIA. PRECAST
HOLE (TYPICAL)
ONE TIME USE CHUCK
(3 PER HOLE - TYP.)
6"
þÿ6
þÿ
þÿ
3"
3"
PRESTRESSED UNIT
þÿ1" 
2" (MAX.)
þÿJOINT, 
þÿ1 " 
BOTTOM OF SHEAR KEY
BEAM WIDTH
c
OF 3" DIA.
PRECAST HOLE
SEE SHEAR KEY
AT TRANSVERSE
TENDON DETAIL
3"
3"
SELF ADHESIVE
COMPRESSIBLE SEALER

B
B
C
C
C
C
B
B
FASCIA BEAM
6" @
c
1" (TYP.)
(MIN.)
1"
p

þÿ6
þÿ
SHEAR KEY AT TRANSVERSE TENDON DETAIL
BOX BEAM SHEAR KEY DETAIL
SLAB UNIT SHEAR KEY DETAIL
NOTCHOUT DETAIL
TRANSVERSE TENDON RECESS DETAIL
@ 0
n
SKEW
SECTION C-C
SECTION B-B
SECTION A-A
TRANSVERSE TENDON RECESS DETAIL
@ 50
n
SKEW
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
PLAN
þÿ
þÿ
1"
p

þÿ6
5" @
c
TENDON PLACEMENT FOR SPANS < 50 ft.
(NO STAGE CONSTRUCTION)
TENDON PLACEMENT FOR SPANS
w
50 ft.
(NO STAGE CONSTRUCTION)
DISTANCE
@
c
NOTES:
6"xv6"xv1" PLATES SHALL BE PERPENDICULAR
TO THE LONGITUDINAL AXIS OF THE TENDON IN ALL
PLANES AND SHALL HAVE THREE HOLES TO
ACCOMODATE STRANDS.
BEAM REINFORCEMENT NOT SHOWN FOR CLARITY.
NOTES:
6"xv6"xv1" PLATES SHALL BE PERPENDICULAR
TO THE LONGITUDINAL AXIS OF THE TENDON IN ALL PLANES
AND SHALL HAVE THREE HOLES TO ACCOMODATE STRANDS.
BEAM REINFORCEMENT NOT SHOWN FOR CLARITY.
NOTE:
DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
SPRAY WITH EXPANDABLE FOAM
SPRAY WITH EXPANDABLE FOAM
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
































1) PLACE BEARINGS AS SHOWN ON THE CONTRACT PLANS.

2) PLACE THE BOX BEAMS OR SLAB UNITS ON THE BEARINGS.

3) DRILL AND CLEAN DOWEL HOLES IN THE BRIDGE SEAT.

4) INSTALL ANCHOR DOWELS.

5) WASH SHEAR KEYS THOUROUGHLY TO REMOVE ANY FOREIGN MATERIAL.
INSTALL BACKER RODS IN THE SHEAR KEYS.

6) GROUT AND CURE THE SHEAR KEYS WITH AN APPROVED GROUT MATERIAL
FOLLOWING MANUFACTURER'S INSTRUCTIONS. ALL SHEAR KEYS SHALL
BE COMPLETELY FILLED.

7) TENSION THE TRANSVERSE TENDONS TO 28 kips/STRAND NO SOONER THAN
24 HOURS AFTER BUT WITHIN 21 DAYS AFTER PLACEMENT OF GROUT IN
THE LAST SHEAR KEY.

8) CLEAN AND PRE-WET THE TOP SURFACES OF THE BEAMS PRIOR TO
PLACING CONCRETE FOR DECK POUR. CURE THE SLAB USING APPROPRIATE
APPROVED METHODS.
þÿ1" DIA. HOLE
FOR 1" DIA. ANCHOR DOWEL,
DRILLED & FILLED (SEE NOTES)
NOTE:
ABUTMENT IS SHOWN IN SECTION A-A.
DETAILS FOR SIMPLE SPAN AT PIER ARE SIMILAR.
2" (MIN.) PREMOULDED RESILIENT
JOINT FILLER @ EXPANSION BRG. ONLY
FOR JOINT SYSTEM, SEE
APPROPRIATE BD SHEET.
ENDS OF ALL BEAMS
VERTICAL
u
þÿ " 
FULL DEAD LOAD
BACKWALL
LEVEL
ABUTMENT STEM
c
OF BRGS.
c
OF BRGS.
c
OF BRGS.
c
OF BRGS.
c
OF BRGS.
FRONT FACE OF
BRIDGE SEAT
c
OF JOINT
CONCRETE APPROACH SLAB
1'-0"
2" DIA. HOLE
IN BEAM
1'-0"
FRONT FACE OF
BRIDGE SEAT
ANCHOR DOWEL HOLE
c
OF PRESTRESS UNIT
BEARING
c
OF BOTTOM ANCHOR PLATE
FOR DETAIL, SEE
RAILING SHEETS.
ANCHOR DOWEL HOLE
FASCIA EDGE OF BEAM
ANCHOR DOWEL HOLE
c
OF PRESTRESS UNIT
BEARING
ANCHOR DOWEL HOLE
8" (MIN.)
8" (MIN.)
3" (MIN.)
3" (MIN.)
3" (MIN.)
3" (MIN.)
90
n
W/2 (MIN.)
W/2 (MIN.)
A
A
A
A
W
W
8" (MIN.)
PLAN
RIGHT RAILING ANCHORAGE
SECTION A-A
BEARING PLACEMENT DETAILS
PARTIAL PLAN - 0
n
SKEW
PARTIAL PLAN - SKEWED
NOT TO SCALE
(LEFT RAILING ANCHORAGE SIMILAR)
NOT TO SCALE
NOT TO SCALE
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
MISCELLANEOUS DETAILS I
BD-PA8E

SEQUENCE OF CONSTRUCTION
SINGLE STAGE ADJACENT BOX BEAMS OR SLAB UNITS
DESIGNER NOTES:

RAILING PLATE MUST BE COMPLETELY EMBEDDED INTO BEAM WITH
A 2" COVER (MIN.).

RAILING PLATE MUST CLEAR THE DOWEL TUBE.

IF DIMENSIONAL RESTRICTIONS LIMIT THE LONGITUDINAL PLACEMENT OF
PLATES SHOWN IN RAILING ANCHORAGE PLAN ABOVE, THEN A SPECIAL PLATE
MUST BE PROVIDED WITH EMBEDMENT INTO SLAB POUR ONLY. SEE BD-RC3E
AND BD-RC4E.

FOR ADDITIONAL JOINT SYSTEM INFORMATION SEE APPROPRIATE BD SHEET.

A PLAN VIEW OF THE RAILING ANCHORAGE SHALL BE SHOWN FOR EACH FASCIA
AS SHOWN ABOVE.

THE ENDS OF ALL BEAMS SHALL FOLLOW THE SKEW.

THE MINIMUM ANCHOR DOWEL SHALL BE A #8 BAR, ASTM A615, GRADE 60.
6"
*
*
NOTES:

PREMOULDED RESILIENT JOINT FILLER SHALL MEET THE REQUIREMENTS
OF 705-07 AND BE PAID FOR UNDER BEARING ITEM.

THE ENDS OF BEAM AND ANCHOR DOWEL HOLES SHALL BE MADE
VERTICAL
u
þÿ ", UNDER D.L. AND GR
PAID FOR UNDER BEARING ITEM. DOWEL HOLE FILL MATERIAL SHALL
BE INCLUDED IN THE UNIT PRICE BID FOR ELASTOMERIC BEARING ITEM
AND SHALL MEET MATERIAL REQUIREMENTS AS FOLLOWS:

EXPANSION END MATERIAL OPTION:

N.Y.S. MAT. SPEC. 702-0700 - ASPHALT FILLER
FED. MAT. SPEC. SS-S-200E - ELASTOMERIC POLYMER TYPE, TWO
COMPONENT JET FUEL RESISTANT, COLD APPLIED

FIXED END MATERIAL OPTION:

N.Y.S. MAT. SPEC. 721-03 - EPOXY POLYSULFIDE GROUT WITH SAND
N.Y.S. MAT. SPEC. 721-01 - EPOXY RESIN SYSTEM WITH SAND
N.Y.S. MAT. SPEC. 701-05 - CONCRETE GROUTING MATERIAL
N.Y.S. MAT. SPEC. 701-06 - CEMENT BASED GROUT MATERIALS FOR
SHEAR KEYS

- MOISTURE FREE, SANDBLAST SAND SHALL BE ADDED IN THE RATIO
OF (1) PART EPOXY TO (2) PARTS SAND.

FOR ANCHOR DOWEL HOLE DETAILS, SEE BD-PA4E.

- ACUTE CORNERS ARE SQUARED OFF FOR SKEWS 20
n
AND OVER
MAXIMUM ALLOWABLE SKEW ANGLE IS 50
n
.

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
**
**
**
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
STAGE CONSTRUCTION DETAILS
BD-PA9E













1) PLACE STAGE-I BEARINGS AS SHOWN ON THE CONTRACT PLANS.

2) PLACE THE BOX BEAMS OR SLAB UNITS.

3) DRILL AND CLEAN DOWEL HOLES IN THE BRIDGE SEAT.

4) INSTALL ANCHOR DOWELS WITH APPROPRIATE BACKFILL MATERIAL.

5) WASH SHEAR KEYS THOROUGHLY TO REMOVE ANY FOREIGN MATERIAL.
INSTALL COMPRESSIBLE SEALER IN THE SHEAR KEYS.

6) GROUT STAGE-I SHEAR KEYS FOLLOWING MANUFACTURER'S
INSTRUCTIONS. ALL SHEAR KEYS SHALL BE COMPLETLY FILLED.

7) TENSION STAGE-I TRANSVERSE TENDONS NO SOONER THAN 24
HOURS AFTER BUT WITHIN 21 DAYS AFTER PLACEMENT OF GROUT
IN THE LAST SHEAR KEY.

8) CLEAN AND PRE-WET THE TOP SURFACES OF THE BEAMS PRIOR TO
PLACING CONCRETE FOR DECK POUR.
1) PLACE STAGE-II BEARINGS AS SHOWN ON THE CONTRACT PLANS.

2) PLACE THE BOX BEAMS OR SLAB UNITS.

3) DRILL AND CLEAN DOWEL HOLES IN THE BRIDGE SEAT.

4) INSTALL ANCHOR DOWELS WITH APPROPRIATE BACKFILL MATERIAL.

5) WASH SHEAR KEYS THOROUGHLY TO REMOVE ANY FOREIGN MATERIAL.
INSTALL COMPRESSIBLE SEALER IN THE SHEAR KEYS.

6) GROUT STAGE-II SHEAR KEYS FOLLOWING MANUFACTURER'S
INSTRUCTIONS (EXCEPT THE SHEAR KEY BETWEEN STAGE-I AND
STAGE-II BEAMS). ALL SHEAR KEYS SHALL BE COMPLETLY FILLED.

7) POUR STAGE-II DECK NO SOONER THAN 24 HOURS AFTER PLACEMENT
OF GROUT IN THE LAST SHEAR KEY. CLEAN AND PRE-WET THE TOP
SURFACES OF THE BEAMS PRIOR TO PLACING CONCRETE FOR
STAGE-II DECK POUR.

8) GROUT CLOSURE KEY BETWEEN STAGE-I AND STAGE-II BEAMS NO
SOONER THAN 72 HOURS AFTER PLACING CONCRETE FOR
THE STAGE-II DECK.

9) TENSION STAGE-II TRANSVERSE TENDONS NO SOONER THAN 24
HOURS AFTER GROUTING THE CLOSURE KEY, BUT WITHIN 21 DAYS
OF GROUTING THE LAST STAGE-II KEYS AND BEFORE APPLICATION
OF LIVE LOADS ON STAGE-II.

10) PRE-WET CLOSURE SURFACES IMMEDIATELY PRIOR TO PLACING
CONCRETE FOR CLOSURE POUR.
RECESS TO BE FILLED WITH MATERIAL MEETING
THE REQUIREMENTS OF SECTION 4.5.3 AND
PLACED IN ACCORDANCE WITH SECTION 8.4.5.5
OF THE PRESTRESSED CONCRETE CONSTRUCTION
MANUAL (PCCM). COLOR TO MATCH BEAMS.
SHEAR KEY BETWEEN STAGES SHALL BE
FILLED AND PLACED IN ACCORDANCE WITH
SECTION 4.5.2, SHEAR KEY MATERIAL, AND
SECTION 8.4.5.4, PLACEMENT, IN THE
PRESTRESSED CONCRETE CONSTRUCTION
MANUAL (PCCM). THIS SHEAR KEY SHALL BE
FILLED AFTER THE STAGE II SLAB IS PLACED.
NOTE:
ACUTE CORNERS ARE SQUARED OFF FOR
SKEWS 20
n
AND OVER. MAXIMUM ALLOWABLE
SKEW IS 50
n
.
SEE STAGE CONSTRUCTION
TRANSVERSE TENDON
RECESS DETAIL
c
OF BRGS.
c
OF BRGS.
c
OF STAGE II TRANSVERSE TENDONS
c
OF SPAN & DIAPHRAGM
c
OF STAGE I TRANSVERSE TENDON
c
OF STAGE II TRANSVERSE TENDONS
c
OF STAGE II TRANSVERSE TENDON
c
OF SPAN & DIAPHRAGM
1'-2"
6"
c
OF
BRGS.
c
OF
BRGS.
7"
7"
L/2
L/2
L/2
L/2
7"
1'-9"
1'-2"
þÿ3
c
OF STAGE II
TRANSVERSE TENDONS
c
OF STAGE I TRANSVERSE TENDON
þÿ3
þÿ3
1'-9"
7"
7"
7"
7"
7"
6"
c
OF DIAPHRAGM
c
OF DIAPHRAGM
FASCIA BEAM
FASCIA BEAM
1'-2"
7"
þÿ3
þÿ3
þÿ
þÿ
5" @
c
c
OF STAGE I
PRECAST TENDON HOLE
c
OF STAGE II
PRECAST TENDON HOLE
c
OF STAGE II
PRECAST TENDON HOLE
c
OF STAGE I
PRECAST TENDON HOLE
6" @
c
6" @
c
1"
p
(TYP.)
1'-2"
7"
þÿ3
þÿ3
þÿ
þÿ
1" (TYP.)
(MIN.)
STAGE I
STAGE II
DECK CLOUSURE POUR
2'-0" (MIN.), 4'0" (MAX.)
6" (MIN.)
STAGE II SLAB
INDICATE LAP
BETWEEN STAGES
þÿ2 &" CLOS
STAGE I SLAB THICKNESS 7" MIN.
MECHANICAL CONNECTOR
DECK REINFORCEMENT
STAGE I
TENDONS
STAGE II
TENDONS
ONE TIME USE CHUCK
(3 PER HOLE - TYP.)
ONE TIME USE CHUCK
(3 PER HOLE - TYP.)
6"
6"
7"
3" DIA. PRECAST
HOLE (TYPICAL)
FASCIA SIDE OF BEAM
5" MIN.
(TYPICAL)
PRESTRESS STRAND
3" DIA.
PRECAST HOLE
þÿ" DIA. 
OR EQUAL TENSIONED
TO 84 kips (28 kips/STAND)
3 PER HOLE (TYPICAL)
DIMENSION
@
c
7"
6"
6"
1"
þÿ
þÿ
1'-2"
A
B
A
B
B
A
B
A
1"
þÿ
þÿ
TRANSVERSE TENDON PLACEMENT FOR SPANS < 50 ft.
(FOR SPANS
w
50ft. ADD QUARTER POINT TENDONS)
PLAN
STAGE II CONSTRUCTION
PLAN
STAGE I CONSTRUCTION
STAGE CONSTRUCTION
TRANSVERSE TENDON RECESS
@ 50
n
SKEW
STAGE CONSTRUCTION
TRANSVERSE TENDON RECESS
@ 0
n
SKEW
CLOSURE POUR DETAIL
SECTION A-A
SECTION B-B
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SEQUENCE OF STAGE-I SUPERSTRUCTURE CONSTRUCTION
ADJACENT BOX BEAMS OR SLAB UNITS
SEQUENCE OF STAGE-II SUPERSTRUCTURE CONSTRUCTION
ADJACENT BOX BEAMS OR SLAB UNITS
1"
p
(TYP.)
NOTE:
DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
NOTES:
6"xv6"xv1" PLATES
SHALL BE PERPENDICULAR TO THE
LONGITUDINAL AXIS OF THE TENDON
IN ALL PLANES.
BEAMS REINFORCEMENT NOT SHOWN
FOR CLARITY.
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08
REVISED







STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER
(STRUCTURES)
APPROVED:
PRESTRESSED CONCRETE
ADJACENT BEAMS
MISCELLANEOUS DETAILS II

BD-PA10E






NOTES:
DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE
INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL
OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN
PROPORTIONAL AND ARE FULLY DIMENSIONED.
A. TOP OF BACKWALL SHALL BE STEEL TROWEL FINISHED. SHEET GASKET
v(TREATED BOTH SIDES) MATERIAL SPECIFICATION 728-06, SHALL BE
þÿ  vPLACED ON THE TOP OF BACKWA
vBE USED, AND PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE BID
vFOR THE APPROACH ITEM.
NOTE:
BOTTOM OF DIAPHRAGM TO BE FORMED WITH
STYROFOAM OR OTHER APPROVED NON-REMOVABLE
COMPRESSIBLE FOAM MATERIAL. DESIGN
REINFORCEMENT IN BOTTOM OF BEAM AND
DIAPHRAGM SHALL BE SO PLACED AS NOT TO
INTERFERE WITH EACH OTHER DURING ERECTION.
EXTEND ONEv-vHALF OF
ALL BONDED PRESTRESSED
STRANDS IN THE BOTTOM ROW
(ALTERNATE OPPOSING STRANDS)
EXTEND ONEv-vHALF OF
ALL BONDED PRESTRESSED
STRANDS IN THE BOTTOM ROW
(ALTERNATE OPPOSING STRANDS)
DIAPHRAGM SHALL BE POURED
WITH THE SLAB. COST TO BE INCLUDED
IN THE PRICE BID FOR SLAB ITEM.
NOTE:
SLAB REINFORCEMENT, STIRRUPS AND
LONGITUDINAL BEAM REINFORCEMENT
NOT SHOWN FOR CLARITY.
ADDITIONAL DESIGN REINFORCEMEMT
NECESSARY TO MAKE BEAMS
CONTINUOUS FOR LIVE LOAD
ENDS OF THE BEAMS AT THE INTERMEDIATE SUPPORT
SHALL BE CLEANED AS PER SECTION 6.2.1 OF THE PCCM
3" (COV.)
PIER
EDGE OF PIER
EDGE OF PIER
ANCHOR DOWEL HOLE
705-08 PREFORMED, CLOSED CELL
FOAM SELECTED FROM THE NYSDOT
APPROVED MATERIAL LIST
10" MIN. PERPENDICULAR
TO THE SKEW (TYPICAL)
#8 BARS PLACED AS SHOWN.
INCLUDE THESE BARS
IN SLAB REINFORCEMENT ITEM.
PRESTRESSED BEAM (TYP.)
LEVEL
1'-0"
705-08 PREFORMED, CLOSED CELL
FOAM SELECTED FROM THE NYSDOT
APPROVED MATERIAL LIST
PRESTRESSED
SLAB UNIT
PRESTRESSED
BOX BEAM
SEE JOINT RECESS DETAIL
SEE JOINT RECESS DETAIL
BOND BREAKER
(SEE NOTE A)
BOND BREAKER
(SEE NOTE A)
#5(E) BARS
@ 8"
#5(E) BARS
@ 8"
#5(E) BARS @ 12"
#5(E) BARS @ 12"
SUPERSTRUCTURE SLAB
SUPERSTRUCTURE SLAB
#5(E) BARS @ 12"
#5(E) BARS @ 12"
c
BRGS.
c
BRGS.
2"
2"
6"
6"
1'-0"
9"
9"
9"
9"
3" COV.
3" COV.
6" (MIN)
6" (MIN)
2'-0"
2'-0"
5'-0"
5'-0"
#5 BARS @ 12"
#5 BARS @ 8"
1'-0"
1'-0"
c
OF
BEARINGS
#5 BARS @ 12"
#5 BARS @ 8"
VOID
10"
A
A
PLAN AT PIER
PARTIAL PLAN AT PIER
APPROACH SLAB SECTION FOR JOINTLESS
PRESTRESSED BOX BEAM SUPERSTRUCTURE
APPROACH SLAB SECTION FOR JOINTLESS
PRESTRESSED SLAB UNIT SUPERSTRUCTURE
SECTION A-A
CONTINUOUS FOR LIVE LOAD CONNECTIONS
SIDE ELEVATION AT PIER
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
0
6"
NOT TO SCALE
8" MIN.
8" MIN.
DESIGNER NOTES:

AT JOINTLESS BRIDGES WITH 1'-0" DEEP SLAB UNITS,
THE BEAM ENDS SHALL NOT BE NOTCHED.

PROVIDE 2 in. CLEARANCE TO NEXT PRESTRESSED BEAM
FOR EXTENDED BONDED PRESTRESSED STRANDS.

SEE FIXED END FILL MATERIAL OPTION AND EXPANSION END
FILL MATERIAL OPTION NOTES ON BD-PA8E.

FOR JOINT RECESS DETAIL, SEE BD-ID6E.

FOR ANCHOR DOWEL HOLE DETAIL, SEE BD-PA4E.
#4 BARS IN BEAM
#4(E) BARS (LAP TO
THE #4 LONGITUDINAL
BARS IN THE BEAM)
2'-0"
LAP
#4 BARS IN BEAM
#4(E) BARS (LAP TO
THE #4 LONGITUDINAL
BARS IN THE BEAM)
2'-0"
LAP
ORIGINAL SIGNED BY
GEORGE A. CHRISTIAN, P.E.
ISSUED UNDER EB 08-002
EFFECTIVE WITH THE
LETTING OF 1/08/09
ISSUED

5/01/08