BD-JT SERIES FOR SIGNATURE 09-01-2020...FOR GUIDANCE ON THE USE OF JOINT COVER PLATES, SEE DWG. NO....

(FOR STEEL GIRDERS, BULB-TEES & CONCRETE I-BEAMS)

SECTION AT ABUTMENT

OF JOINTc

DIAPHRAGM

OF ENDc6"

OF JOINTc

END DIAPHRAGM

(FOR STEEL GIRDERS, BULB-TEES & CONCRETE I-BEAMS)

SECTION AT PIER

1'-0"

6"

6"

4"

•" CHAMFER (TYP.)

OF JOINTc

(TY

P.)

ƒ"

RE

CE

SS

OF JOINTc

(TY

P.)

ƒ"

RE

CE

SS

•" CHAMFER (TYP.)

(TY

P.)

6"

(TYP.)

6"

EMBEDMENT

1'-0" MIN.

EM

BE

DM

EN

T

1'-

0"

MIN.

EMBEDMENT

1'-0" MIN.

EM

B.

4"

EMBEDMENT

1'-0" MIN.

EM

B.

4"

EM

B.

4"

#4(E) BARS #4(E) BAR

#4(E) BAR

#4(E) BAR

SEE DETAIL "A"

SLAB

CONCRETE APPROACH SUPERSTRUCTURE SLAB

STEEL GIRDER

SUPERSTRUCTURE SLABSUPERSTRUCTURE SLAB

STEEL GIRDER STEEL GIRDER

SEE DETAIL "B"

ORIGINATING IN SLAB

#4(E) BARS @ 2'-0" (MAX.)

BACKWALL

ORIGINATING IN ABUTMENT

#4(E) BARS AT 1'-0" (MAX.)

AT ABUTMENT

ARMORLESS BRIDGE JOINT SECTION

DETAIL "A"

AT PIER

ARMORLESS BRIDGE JOINT SECTION

DETAIL "B"

(SEE TABLE)

JOINT OPENING

(SEE TABLE)

JOINT OPENING

ABUTMENT BACKWALL

JOINT HEADER JOINT HEADER

JOINT HEADER (TYP.)

ORIGINATING IN SLAB (TYP.)

#4(E) BARS @ 2'-0" (MAX.)

JOINT SEAL

JOINT SEAL

A PRESTRESSED BEAM NOT DIRECTLY IN SUNLIGHT.

TEMPERATURE OF THE BOTTOM OF THE GIRDER TOP FLANGES, (OR) THE TEMPERATURE OF THE SIDE OF

AVERAGETHE

ALL HEADER REINFORCEMENT SHALL HAVE A 2" MINIMUM COVER.

SPAN SHALL BE USED TO CALCULATE THE AVERAGE SUPERSTRUCTURE TEMPERATURE.

A MINIMUM OF TWO TEMPERATURE READINGS PER

THE SUPERSTRUCTURE TEMPERATURE USED TO DETERMINE THE JOINT OPENING SHALL BE

NOTED IN THE TABLE.

SUPPLIED SHALL NOT EXCEED THE MANUFACTURES COMPRESSION LIMITS AT THE "MINIMUM OPENING"

GREATER THAN THE DIMENSION NOTED AS "MIN. SEAL WIDTH" IN THE TABLE ABOVE. THE SEAL

THE CONTRACTOR SHALL SUPPLY A JOINT SEAL WITH AN UNCOMPRESSED WIDTH EQUAL TO OR

PROVIDED ON THIS DRAWING.

THE "JOINT OPENING" SHALL BE DETERMINED AT THE TIME OF PLACEMENT, USING THE TABLE

NOTES:

FOR GUIDANCE ON THE USE OF JOINT COVER PLATES, SEE DWG. NO. BD-JT16.

SAME CORROSION PROTECTION OF THAT USED IN THE SUPERSTRUCTURE SLAB.

REINFORCEMENT LOCATED IN, OR PASSING THROUGH A JOINT HEADER, SHALL HAVE THE

INSTALLED.

SHALL BE 1", AND THE SEAL PROVIDED SHALL BE COMPRESSED A MINIMUM OF 25% WHEN

ADDED TO THE CONTRACT PLANS: "THE JOINT OPENING AT FIXED BEARING LOCATIONS

FOR ARMORLESS JOINTS AT FIXED JOINT LOCATIONS, THE FOLLOWING NOTE SHALL BE

SPREADSHEET.

JOINT LOCATIONS, USING THE "NEW YORK STATE ARMORLESS JOINT OPENING"

THE JOINT OPENING TABLE SHALL BE CREATED FOR ARMORLESS JOINTS AT EXPANSION

DESIGNER NOTES:

TYPICAL SECTIONS

JOINT SYSTEMS

ARMORLESS BRIDGE

REVISED

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 20-045

LETTING OF 01/01/2021

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 20-045

ERRATA

BD-J

T1_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

7

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT1

DEPUTY CHIEF ENGINEER (STRUCTURES)

APPROVED:

9-2-20

SID

EW

AL

K

WID

TH

(OTHER SITUATIONS HANDLED SIMILARLY)

SKEW BRIDGES @ PIER)n (CURBLESS > 3O

PARTIAL PLAN

@ PIER OR ABUTMENT WITH U-WINGWALL)

SKEW BRIDGES WITH SIDEWALKS & FOUR RAILn (O

PARTIAL PLAN


SKEW BRIDGES WITH SIDEWALK & CONCRETE PARAPETn (O

PARTIAL PLAN


SKEW BRIDGES WITH SIDEWALK & TEXAS AESTHETIC BARRIERn (O

PARTIAL PLAN


SKEW BRIDGES WITH BRUSH CURBn (O

PARTIAL PLAN

SKEW BRIDGES @ PIER)n(CURBLESS O

PARTIAL PLAN

REAR FACE OF BACKWALL

OF JOINTc

FASCIA

JOINT OPENING

OF JOINTc

FASCIA

JOINT OPENING

OF JOINTc

FASCIA

5"

BR

US

H

CU

RB

2'-

1"

JOINT OPENING

OF JOINTc

FASCIA

10"

JOINT OPENING

OF JOINTc

FASCIA

JOINT OPENING

OF JOINTc

FASCIA

JOINT OPENING

OF JOINTc

FASCIA

1'-

8"

RAIL

FACE OF

JOINT OPENING

5"

SKEW BRIDGES @ ABUTMENT WITH FLARED WINGWALL)n(CURBLESS O

PARTIAL PLAN

2"

1'-

0"

6"

A

A

A

A

C

C

D

D

6" (TYP.)

6" (TYP.)

B

B

(TYP.)

6"

E

E

WINGWALL

SUPERSTRUCTURE SLABAPPROACH SLAB

REINFORCED CONCRETE

JOINT SEAL

SLAB

SUPERSTRUCTURE

JOINT SEAL

SLAB

SUPERSTRUCTURE

JOINT SEAL

(TYP.)

STONE CURB

SLAB

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE

SIDEWALKSIDEWALK

JOINT SEAL

SIDEWALKSIDEWALK

SLAB

SUPERSTRUCTURE

JOINT SEAL

JOINT SEAL

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R(T

YP.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

JOINT HEADER

JOINT HEADER (TYP.)

JOINT HEADER (TYP.)

JOINT HEADER (TYP.)

AESTHETIC BARRIER

FACE OF TEXAS

(TYP.)

STONE CURB

VERTICAL PARAPET

FACE OF

1" (T

YP.)

1" (T

YP.)

1" (T

YP.)

SLAB

SUPERSTRUCTURE

…" RECESS

…" RECESS

(TYP.)

6"

JOINT HEADER (TYP.)

JOINT SEAL *

*

*

*

PLATE COVER PLATE

(GALVANIZED) DIAMOND

…" THICK STEEL

PLATE COVER PLATE


…" THICK STEEL

PLATE COVER PLATE


…" THICK STEEL

JOINT HEADER

1'-10"

2'-2"

VARIES

1'-10"

2'-2"


THE JOINT SYSTEM.

DETERMINED BY THE MANUFACTURER OF

ANCHOR BOLT SIZE AND SPACING TO BE

BE FLUSH WITH PLATE)

INSERT (TYP.) (HEADS TO

ANCHOR BOLT WITH THREADED

FOR GUIDANCE ON USE OF COVER PLATES, SEE BD-JT16.

FOR SECTIONS SEE BD-JT4.

OF THE JOINT. FOR DETAILS, SEE BD-JT1.

HAVE TO BE MODIFIED DEPENDING ON THE INTENDED LOCATION

(I.E. PIERS AND ABUTMENTS). THE HEADER DIMENSIONS MAY

SOME PLAN VIEWS ARE DRAWN FOR MULTIPLE APPLICATIONS.

DESIGNER NOTES:







TYPICAL PLANS (1 OF 2)

JOINT SYSTEMS

ARMORLESS BRIDGE

REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T2_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT2


APPROVED:

…" RECESS

2'-2"

1'-10"

9-2-20


SKEW BRIDGES WITH VERTICAL FACED CONCRETE PARAPETn(0

PARTIAL PLAN

FASCIA10"

VERTICAL PARAPET

FACE OF

JOINT OPENING

4"

OF JOINTc

FASCIA

JOINT OPENING

AESTHETIC BARRIER

FACE OF TEXAS

2"

OF JOINTc

FASCIA

1'-

6"

JOINT OPENING

SLOPE BARRIER

FACE OF SINGLE

1'-

0"

F

F

G

G

6" (TYP.)

H

H

6" (TYP.)

SLAB

SUPERSTRUCTURE

JOINT SEAL

SLAB

SUPERSTRUCTURE

JOINT SEAL

SLAB

SUPERSTRUCTURE

SLAB

SUPERSTRUCTURE

JOINT SEAL

SLAB

SUPERSTRUCTURE

SLAB

SUPERSTRUCTURE

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

(TY

P.)

1"

CH

AM

FE

R

JOINT HEADER (TYP.)

JOINT HEADER (TYP.)

JOINT HEADER (TYP.)

FOR SECTIONS SEE BD-JT4.

OF THE JOINT. FOR DETAILS, SEE BD-JT1.

HAVE TO BE MODIFIED DEPENDING ON THE INTENDED LOCATION

(I.E. PIERS AND ABUTMENTS). THE HEADER DIMENSIONS MAY

SOME PLAN VIEWS ARE DRAWN FOR MULTIPLE APPLICATIONS.

DESIGNER NOTES:

6" (TYP.)

OF JOINTc


SKEW BRIDGES WITH TEXAS AESTHETIC BARRIERn(0

PARTIAL PLAN


SKEW BRIDGES WITH SINGLE SLOPE CONCRETE BARRIERn (0

PARTIAL PLAN

TYPICAL PLANS (2 OF 2)

JOINT SYSTEMS

ARMORLESS BRIDGE

REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T3_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT3


APPROVED:

9-2-20

1"

STEEL BRIDGE RAIL

SECTION A-A

STEEL BRIDGE RAIL

SECTION B-B SECTION C-C

SECTION D-D

1"

1"

STEEL BRIDGE RAIL

2"

SECTION E-E

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

6"

1"

SLOPE

2%

SECTION F-F

CONCRETE PARAPET

VERTICAL FACED

6"

2"

2"

SECTION G-G

SLOPE

2%

6"

2% SLOPE

1"

SECTION H-H

BARRIER

SINGLE SLOPE

BARRIER

TEXAS AESTHETIC

BARRIER

TEXAS AESTHETIC

JOINT SEAL

SUPERSTRUCTURE SLAB SUPERSTRUCTURE SLAB

JOINT SEAL

SIDEWALK

JOINT SEAL

SUPERSTRUCTURE SLAB

SIDEWALK

SUPERSTRUCTURE SLAB

JOINT SEAL

JOINT SEAL

SIDEWALK


SUPERSTRUCTURE SLAB

JOINT SEAL

SUPERSTRUCTURE SLAB

JOINT SEAL

JOINT SEAL

6"

JOINT HEADER JOINT HEADER

6"

6"

JOINT HEADER

6"

JOINT HEADER

JOINT HEADER

6"

JOINT HEADER

6"

JOINT HEADER

6"

6"

JOINT HEADER

FOR LOCATION OF SECTIONS, SEE BD-JT2 AND BD-JT3.

DESIGNER NOTE:

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

(TYP.)

ƒ"

RE

CESS

1"

1"

BARRIER COVER PLATE

GA

P

•"

CONCRETE PARAPET

VERTICAL FACED

GA

P

•"

GA

P

•"

GA

P

•"

DIAMOND PLATE COVER PLATE.

…" THICK STEEL (GALVANIZED)





1"

SECTIONS ALONG JOINT

JOINT SYSTEM-TYPICAL

ARMORLESS BRIDGE

REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T4_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT4


APPROVED:

9-2-20

APPROACH SLAB

REINFORCED CONCRETE

FOR DETAILS

ABUTMENT SHEETS

HEADER POUR, SEEFASCIA

SEE NOTE "C"

EDGE BEAM

OF BACKWALL

REAR FACE

(MIN.)

3"

CO

V.

STUD @ 1'-0" CENTERS (TYP.)

HEADED CONCRETE ANCHOR

@ 2'-0" CENTERS (TYP.)

SUPPORT ANGLE

(TYP.)p…"

SEAL

A A

C

C

B

BBC

C B

(MIN.)

3"

CO

V.

OF JOINTc

(TYP.)p…"

OF JOINTc FASCIA


SUPPORT ANGLE

SEAL

SEE NOTE "B"

SEE NOTE "C"

SKEW BRIDGES @ PIER)n(CURBLESS 0

PARTIAL PLAN



EDGE BEAM

C B

C B

D D


SKEW BRIDGES WITH BRUSH CURBn(0

PARTIAL PLAN

FASCIA

(MIN.)

3"

CO

V.

(TY

P.)

8"



2'-0" CENTERS (TYP.)

SUPPORT ANGLE @

STONE CURB

SEE NOTE "C"

SEAL

SEE NOTE " B"

EDGE BEAM

A AA A

B

C

C BA

A

OF BACKWALL

REAR FACE SEE NOTE "C"

SUPERSTRUCTURE SLAB

APPROACH SLAB

REINFORCED CONCRETE

EDGE BEAM

SEE NOTE "B"

SHEETS FOR DETAILS

HEADER POUR - SEE ABUTMENT

SEAL

FASCIA

(TYP.)p…"

OF JOINTc

OF JOINTc


SUPPORT ANGLE @

C

C

B

BA

A

OF JOINTc

SEE DETAIL "T"

FASCIA

(CURBLESS SKEWED BRIDGES @ PIER)

PARTIAL PLAN

SEE NOTE "B"

SEAL

EDGE BEAM




SUPPORT ANGLE

SEE NOTE "C"

SUPERSTRUCTURE SLAB

(TYP.)p …"

(MIN.)

3"

CO

V.

OF JOINTc

FASCIA

A

A

C

B

C B

SEE NOTE "C"

(TY

P.)

8"

STONE CURB

SEAL

SEE NOTE "B"


SUPPORT ANGLE @

(TYP.)p …"



EDGE BEAM

OF SUPERSTRUCTURE SLAB

SQUARE OFF THIS PORTION

EDGE BEAM

OF JOINTc

3"

)n(FOR SKEWS ABOVE 30

DETAIL "T"


(SKEWED BRIDGES WITH BRUSH CURB

PARTIAL PLAN

SEE DETAIL "T"

(MIN.)

3"

CO

V.

COVER PLATE

BRUSH CURB

COVER PLATE

BRUSH CURB

(MIN.)

3"

CO

V.

1'-10"

2'-2"

OF JOINTc

(TYP.)p…"

SEE DETAIL "T"

1'-1

0"2'-2"

*

*(HEADS TO BE FLUSH WITH PLATE).

vCLEARANCE HOLES FOR ANCHOR BOLTS

(HEADS TO BE FLUSH WITH PLATE).

vCLEARANCE HOLES FOR ANCHOR BOLTS*

SUPERSTRUCTURE SLAB

SEE NOTE "B"

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE SLAB

BRUSH CURB

BRUSH CURB

SUPERSTRUCTURE SLAB

WITH FLARED OR IN-LINE WINGWALL)

SKEW BRIDGES @ ABUTMENTn(CURBLESS 0

PARTIAL PLAN

STUDS @ 1'-0" CENTERS (TYP.)


WITH FLARED OR IN-LINE WINGWALL)

(CURBLESS SKEWED BRIDGES @ ABUTMENT

PARTIAL PLAN

FOR NOTES B AND C, SEE BD-JT9.

FOR SECTION D-D, SEE BD-JT9.

FOR SECTIONS B-B, SEE BD-JT8.

FOR SECTIONS A-A AND C-C, SEE BD-JT7.

DESIGNER NOTES:

PLAN VIEWS (1 OF 2)

ONE CELL

MODULAR JOINT SYSTEM

REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T5_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT5


APPROVED:

TO THREADS DURING INSTALLATION.

JOINT SYSTEM. APPLY ANTI-SEIZE LUBRICANT

DETERMINED BY THE MANUFACTURER OF THE

INSERTS AND ANCHOR BOLTS TO BE

THE SIZE AND SPACING OF THE THREADED

9-2-20

D D(M

IN.)

3"

CO

V.

FASCIA

C B

C B

SEAL

STONE CURBSTONE CURB (TY

P.)

8"

A A

SEE NOTE "B"

SKEW BRIDGES WITH SIDEWALKS)n(0

PARTIAL PLAN

(MIN.)

3"

CO

V.

(TYP.)p …"

(TY

P.)

9•

"




SUPPORT ANGLE @

EDGE BEAM

SEAL

SEE NOTE "B"

OF JOINTc FASCIA




SUPPORT ANGLE @

SEE NOTE "C"

C

C B

B

A A

C

CA

A

B

B

D

D

OF JOINTc

SEE DETAIL "T"

FASCIA

(TYP.)p …"

SEAL



STONE CURB

SEE NOTE "C"

(TY

P.)

8"

SEE NOTE "B"

(SKEWED BRIDGES WITH SIDEWALK)

PARTIAL PLAN

C

CA

A

B

B

SEE DETAIL "T"

FASCIA

(TY

P.)

9•

"SEAL

EDGE BEAM


HEADED CONCRETE ANCHORSEE NOTE "C"


SUPPORT ANGLE @

SEE NOTE "B"

(TYP.) p …"

OF JOINTc

(MIN.)

3"

CO

V.

SEE NOTE "C"

EDGE BEAM

(MIN.)

3"

CO

V.

EDGE BEAM

PARAPET PARAPET

SIDEWALK COVER PLATE


BARRIER COVER PLATE

BARRIER COVER PLATE

2'-2"

1'-1

0"2'-2"

1'-10"

BE FLUSH WITH PLATE).

ANCHOR BOLTS (HEADS TO

vCLEARANCE HOLES FOR*




*

(MIN.)

3"

CO

V.

SIDEWALK

SIDEWALK

SUPERSTRUCTURE SLAB

SIDEWALK

SLAB

SUPERSTRUCTURE

SLAB

SUPERSTRUCTURE

SIDEWALK

SLAB

SUPERSTRUCTURE

TR

AF

FIC

BA

RRIE

R

SIN

GL

E

SO

PE

TR

AF

FIC

BA

RRIE

R

SIN

GL

E

SL

OP

E

SKEW BRIDGES WITH SINGLE SLOPE CONCRETE TRAFFIC BARRIER)n(0

PARTIAL PLAN

(SKEWED BRIDGES WITH SINGLE SLOPE CONCRETE TRAFFIC BARRIERS)

PARTIAL PLAN

FOR DETAIL T, SEE BD-JT5.


FOR SECTION D-D, SEE BD-JT9.


FOR SECTIONS A-A AND C-C, SEE BD-JT7.

DESIGNER NOTES:

PLAN VIEWS (2 OF 2)

ONE CELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T6_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT6


APPROVED:

OF JOINTc


SUPPORT ANGLE @

DURING INSTALLATION.

APPLY ANTI-SEIZE LUBRICANT TO THREADS

THE MANUFACTURER OF THE JOINT SYSTEM.

ANCHOR BOLTS TO BE DETERMINED BY

THE SIZE OF THE THREADED INSERTS AND

(TYP.)p…"

…" RECESS

VARIES

…" RECESS

VARIES

9-2-20

2"

6"vM

IN.

3"

5"

TYPE "D" WATERSTOP

APPROACH SLAB

REINFORCED CONCRETE

(SEE NOTE "D") (TYP.)

†" DIA. ANCHOR STUD

SEAL

OF BACKWALL

REAR FACE1'-3" 3"Fnv6" @ 68

SUPPORT ANGLE

(TYP.)p…"

EDGE BEAMS

SEE NOTE "B" (TYP.)

STUD (TYP.)


pTO EDGE BEAM OR …"

LONG @ 2'-0" CENTERS, END WELD

†" DIA. THREADED STUDS 1‚"1'-0" (TYP.)

Fn2" @ 68

PRESTRESSED BEAM

2"

TYPE "D" WATERSTOP

APPROACH SLAB

REINFORCED CONCRETE



SEAL

2•

"

OF BACKWALL

REAR FACE

EDGE BEAMS

SEE NOTE "B" (TYP.)

STUD (TYP.)





Fn2" @ 68

OF JOINTc

5"

7"

ADJACENT PRESTRESSED BEAMS

SECTION @ ABUTMENT

SECTION A-A

(TYP.)p…"

Fnv6" @ 68

1" MIN.

SUPPORT ANGLE

9"

MULTI-GIRDER SYSTEM

SECTION @ ABUTMENT

SECTION A-A

GIRDER

PRESTRESSED

STEEL OR

OF JOINTc

OF BEARINGSc

2"

6"vM

IN.

3"

5"



SEAL

2•

"

1'-3" 3"Fnv6" @ 68

SUPPORT ANGLE

(TYP.)p…"

EDGE BEAMS

SEE NOTE "B" (TYP.)

STUD (TYP.)





Fn2" @ 68

PRESTRESSED BEAM

OF JOINTc

PRESTRESSED BEAM


SECTION @ PIER

SECTION A-A

2"



SEAL

2•

"

EDGE BEAMS

STUD (TYP.)




†" DIA. THREADED STUDS 1‚"

1'-0" (TYP.)

Fn2" @ 68

(TYP.)p…"

1" MIN.

SUPPORT ANGLE

GIRDER

PRESTRESSED

STEEL OR

OF JOINTc

OF BEARINGSc

(TYP.)

9"

SEE NOTE "B" (TYP.)5"

OF BEARINGSc

GIRDER

PRESTRESSED

STEEL OR

p…"

(TYP.)

1'-0"

(TYP.)

6"

2'-0" MAX. (TYP.)

(MAX.)

1'-0"

(TYP.)

3" MIN.

10‚"

9"*

**

ANCHOR STUD

HEADED CONCRETE


LONG 2'-0" CENTERS END WELD


SUPPORT ANGLE

EDGE BEAM

(ONLY THE STEEL SHOWN)

SECTION C-C (SIDEWALK)

**

(TYP.)

3" MIN. 10‚"

1'-4" 9"* *

(TYP.)

6"

(TYP.)

1'-0"

ANCHOR STUD

HEADED CONCRETE

SUPPORT ANGLE

EDGE BEAM


SECTION C-C (BRUSHCURB)

ANCHOR STUD

HEADED CONCRETE

7"

(TYP.)p …"

*

**

(TYP.)

1'-0"

(TYP.)

6"

2'-0" MAX. (TYP.)

SEE NOTE "C" (TYP.)

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE SLAB

SEE NOTE "C" (TYP.)

SEE NOTE "C" (TYP.)

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE SLAB

SUPERSTRUCTURE SLAB

p…"

SUPPORT ANGLE

p…"

p…"


SECTION C-C (CURBLESS)

9"

(TYP.)

3" MIN.

(TYP.)

1'-0"

(TYP.)

6"ANCHOR STUDHEADED CONCRETE

EDGE BEAM

SUPPORT ANGLE


LONG 2'-0" CENTERS END WELD


p…"

10"


(SINGLE SLOPE - CONCRETE BRIDGE BARRIER)

SECTION C-C

1'-6"

p…"

*

*

C.P.G.W.

C.P.G.W.C.P.G.W.

7"

7"

7"

6"

MULTI-GIRDER SYSTEM

SECTION @ PIER

SECTION A-A

2•

"

FOR ALLOWABLE SPAN LIMITS FOR ONE-CELL MODULAR JOINTS, SEE BD-JT9.

FOR NOTES B, C, AND D, SEE BD-JT9.

FOR LOCATIONS OF SECTIONS A-A AND C-C, SEE BD-JT5 AND BD-JT6.

DIMENSION MUST BE CALCULATED FOR EACH STRUCTURE AT EACH FASCIA.

vINCREASE DIMENSION AS REQUIRED ON SKEWED BRIDGES.

DESIGNER NOTES:




SECTIONS A-A & C-C

ONE CELL


REVISED





EFFECTIVE WITH THE


ERRATA

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BD-JT7


APPROVED:



†" DIA. THREADED STUDS 1‚"EDGE BEAM

AT THE CONTRACTORS OPTION.

DETAILS ARE SHOWN WITH STRIP SEAL. BOX SEAL MAY BE SUBSTITUTED

NOTE:

SEE NOTE "C" (TYP.)

9-2-20

CONCRETE PARAPET

VERTICAL FACED

Š 1•-6TYP.

1.5%

* 8"

TYP.Š 1•-6

CONCRETE PARAPET

VERTICAL FACED

Š 1•-6TYP.

1.5%

* 8"

TYP.Š 1•-6

PRESTRESSED BEAM

1•-6ŠTYP.

* *

Š 1•-6TYP.

1•-6ŠTYP.

* *

Š 1•-6TYP.

PRESTRESSED BEAM

Š 1•-6

Š 1•-6

Š 1•-6

Š 1•-6

PRESTRESSED BEAM

*

FOR NOTE C, SEE BD-JT9.

SEE BD-JT5 AND BD-JT6.

FOR LOCATION OF SECTION B-B,

ON SKEWED BRIDGES.

INCREASE DIMENSION AS REQUIRED

DESIGNER NOTES:

GA

P

•"

GA

P

•"

GA

P

•"

GA

P

•"

1•-6Š

Š 1•-6TYP.

BRIDGE BARRIER

SINGLE SLOPE CONCRETE

1•-6Š

Š 1•-6TYP.

PRESTRESSED BEAM

BRIDGE BARRIER


COVER PLATE.

(GALVANIZED) DIAMOND PLATE

…" THICK RECESSED STEEL

COVER PLATE.



1"

1"

1"

1"

1"

SECTION B-B

ONE CELL


REVISED





EFFECTIVE WITH THE


ERRATA

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BD-JT8


APPROVED:

SEAL

p…"

LIMITS OF 5" DEEP RECESS

EDGE BEAM

SEE NOTE "C"

MULTI-GIRDER SYSTEM

SECTION B-B (SIDEWALK)

C.P.G.W.

5" DEEP RECESS

SEAL

p…"


EDGE BEAM

SEE NOTE "C"

C.P.G.W.

5" DEEP RECESS

2'-1"

5" DEEP RECESS

EDGE BEAM

SEAL

p…"

C.P.G.W.

8" 1'-5"

MULTI-GIRDER SYSTEM

SECTION B-B (BRUSH CURB)

2'-1"

5" DEEP RECESS

EDGE BEAM

SEAL

p…"

C.P.G.W.

8" 1'-5"


SECTION B-B (BRUSH CURB)

5" DEEP RECESS

EDGE BEAM

p…"

SEAL

MULTI-GIRDER SYSTEM

SECTION B-B (CURBLESS)

5" DEEP RECESS

EDGE BEAM

p…"

SEAL


SECTION B-B (CURBLESS)

BARRIER COVER PLATE

BARRIER COVER PLATE

ADJACENT PRESTRESSED BEAM

SECTION B-B (SIDEWALK)


SEAL

p…"

C.P.G.W.

5" DEEP RECESS

EDGE BEAM

MULTI-GIRDER SYSTEM

SECTION B-B (SINGLE SLOPE CONCRETE TRAFFIC BARRIER)

SEAL

p…"

C.P.G.W.

5" DEEP RECESS

EDGE BEAM


SECTION B-B (SINGLE SLOPE CONCRETE TRAFFIC BARRIER)

SEE NOTE "C"

SEE NOTE "C"


9-2-20

SIDEWALKSIDEWALK

(TY

P.)

2•

"

(TYP.)

2"

n

SUPPORT ANGLE

(TYP.)p …"

EDGE BEAMS

STUD (TYP.)



LONG @ 2'-0" CENTERS END WELD


Fn2" @ 68

OF JOINTc

MIN.

6"



1‚"

1‚"

FOR BOX SEAL

EDGE BEAM

STRIP SEAL

EDGE BEAM

THE SEAL IS REQUIRED.

BEFORE CUTTING OFn THAN 30

THIS ANGLE MUST BE GREATER

OF SEALc HOLE DRILLED @

A COPING SAW, SOAP AND WATER,

ALL CUTTING TO BE DONE WITH

NOTE:

7"

4"

…"

3"

ƒ"

…"

3"

2"

1•"

ƒ"

1"

1"

BOX SEAL

DETAILS FOR CUTTING

1‚"

…"

6"

ƒ"

STRIP SEAL CROSS SECTION

ANGLE

SKEW

TYPE

SUPERSTRUCTURE

SPAN

ALLOWABLE

MAXIMUM

nTHAN 45

LESS

nTHAN 45

GREATER

STEEL

STEEL

CONCRETE

CONCRETE

155'-10"/COS SKEW

364'-6"/COS SKEW

155'-10"/SIN SKEW

@ 68 F

6"

PLATE).

BOLTS (HEADS TO BE FLUSH WITH

vCLEARANCE HOLES FOR ANCHOR*





THE SIZE OF THE THREADED INSERTS AND*

ANCHOR STUD DETAIL

HEADED CONCRETE

SUPPORT ANGLE DETAIL

364'-6"/SIN SKEW

SECTION WITH SIDEWALK

SECTION D-D

BE INCLUDED IN THE UNIT PRICE BID FOR THE JOINT SYSTEM ITEM.

THE COST OF THE ANCHORS, INCLUDING DRILLING AND GROUTING, SHALL

MANUFACTURER OF THE GROUTING MATERIAL (MIN. DEPTH OF 4").

TO BE DRILLED TO THE DIAMETER AND DEPTH RECOMMENDED BY THE

SUBSECTION 701-07, ANCHORING MATERIALS-CHEMICALLY CURING. HOLES

GROUTING MATERIALS SHALL BE IN ACCORDANCE WITH MATERIALS

ACCORDANCE WITH THE REQUIREMENTS OF SUBSECTION 586-3.01.

†" DIA. ANCHOR STUD TO BE DRILLED AND GROUTED IN PLACE IN

NOTE "D"

SPECIFICATION 566-3.03.

PREPARE EXISTING SURFACES IN ACCORDANCE WITH STANDARD

NOTE "C"

PRICE OF THE SLAB ITEM.

FURNISHING AND PLACING THIS CONCRETE SHALL BE INCLUDED IN THE UNIT

BE REQUIRED AND CURING TIME NEED NOT EXCEED 7 DAYS. THE COST FOR

FOR THE CURRENT SLAB ITEM, EXCEPT THAT MACHINE FINISHING WILL NOT

INSTALLING THE JOINT SYSTEM SHALL COMPLY WITH THE SPECIFICATIONS

THE CONCRETE FURNISHED AND PLACED IN THE RECESSES FOR

NOTE "B"

COVER PLATE.



BD-JT16.

FOR GUIDANCE ON THE USE OF COVER PLATES, SEE DWG. NO.

FOR LOCATION OF SECTION D-D, SEE BD-JT5 AND BD-JT6.

AND MODIFY THEM AS NECESSARY.

SUITABILITY OF THESE DETAILSFOR OTHER DECK SYSTEMS

MONOLITHIC DECKS. THE DESIGNER MUST VERIFY THE

DETAILS PROVIDED ON THESE SHEETS ARE DEVELOPED FOR

DESIGNER NOTES:

INCLUDED IN THE UNIT PRICE FOR THE CURB ITEM.

SEAL BETWEEN THE CURB AND THE …" PLATE. COST TO BE

STANDARD SPECIFICATIONS SUBSECTION 705-06 SHALL BE USED TO

CAULKING COMPOUND FOR STRUCTURES CONFORMING TO N.Y.S.

APPROVED BY ENGINEER.

ENDS OF BOX SEAL TO BE CAPPED WITH NEOPRENE SPONGE AS

SYSTEM.

BLOCKOUT OR SUPPORT SYSTEM AS A RESULT OF THE SUPPLIED JOINT

ADDITIONAL PAYMENT WILL BE MADE FOR THE CHANGES TO THE

SUPPORT SYSTEM SHALL BE THE CONTRACTOR'S RESPONSIBILITY. NO

ETC.) DETAILED IN THE PLANS, THAT CHANGE TO THE BLOCKOUT OR

TO THE BLOCKOUT SIZE OR SUPPORT SYSTEM (I.E. END DIAPHRAGM,

SUPPLIED BY THE FABRICATOR/CONTRACTOR REQUIRES A CHANGE

THESE DRAWINGS ARE ASSUMED VALUES. IF THE JOINT SYSTEM

THE DIMENSIONS OF THE BLOCKOUT (DEPTH AND WIDTH) SHOWN ON

OPTION.

STRIP SEAL OR BOX SEAL MAY BE USED AT THE CONTRACTOR'S

JOINT SUPPLIED.

VERIFIED DIMENSIONS, TO ACCOMMODATE THE ACTUAL MODULAR

ADJUST ALL REQUIRED DIMENSIONS IN THE FIELD, BASED ON FIELD

ONE SHOWN HERE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

ACTUAL JOINT SUPPLIED MAY VARY SIGNIFICANTLY FROM THE

MODULAR JOINT SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY.

THE WINTER.

DISCONTINUING OPERATION WHEN WORK IS SUSPENDED DURING

TRAFFIC, INCLUDING CONSTRUCTION TRAFFIC, AND BEFORE

THE SEAL IN PLACE BEFORE THE STRUCTURE IS OPENED TO

LENGTH CAUSING SHIPPING PROBLEMS, THE JOINT SHALL HAVE

CANNOT BE ASSEMBLED IN THE SHOP, DUE TO ITS EXCESSIVE

IN THE STRUCTURAL SLAB. IN CASES WHERE THE JOINT

SITE ALL SET FOR INSTALLATION IN ITS PREFORMED RECESS

SEAL ASSEMBLED IN THE SHOP AND DELIVERED TO THE JOB

IT IS DESIRABLE TO HAVE THE MODULAR JOINT WITH ITS

NOTES:

MISCELLANEOUS DETAILS

ONE CELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

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BD-JT9


APPROVED:

9-2-20

(MULTICELL MODULAR JOINT SYSTEM CURBLESS AT PIER)

PARTIAL PLAN

(TYP.)p…"

BY THE MANUFACTURER

SPACING TO BE DETERMINED

SUPPORT BOX SIZE AND

BY THE MANUFACTURER


ANCHORAGE SYSTEM AND


FASCIA

BR

US

H

CU

RB

FASCIA

8"v(

TY

P.)

(TYP.)p…"

BY THE MANUFACTURER



BY THE MANUFACTURER



FASCIA

(TYP.)p…"

BY THE MANUFACTURER



BY THE MANUFACTURER



SEE NOTE "C" (TYP.)

SEE NOTE "C" (TYP.)

SEE NOTE "C" (TYP.)

B

B C

C

E E

A A

B C

B C

E E

AA

B

B C

CA

D

E E

A

D

EDGE BEAMAPPROACH SLAB

REINFORCED CONCRETE

SEPARATION BEAM

SEAL

SEE NOTE "B" (TYP.)

SEE NOTE "B" (TYP.)

EDGE BEAM

SEAL

SEPARATION BEAM

SEAL

EDGE BEAM

SEPARATION BEAM

SEE NOTE "B" (TYP.)

MIN.

3"

CO

V.

"P"

"R"

MIN.

3"

CO

V.

MIN.

3"

CO

V.




INSTALLATION.

ANTI-SEIZE LUBRICANT TO THREADS DURING

MANUFACTURER OF THE JOINT SYSTEM. APPLY

ANCHOR BOLTS TO BE DETERMINED BY THE

THE SIZE OF THE THREADED INSERTS AND*

CURBLESS AT ABUTMENT WITH FLARED OR IN-LINE WINGWALL)

(MULTICELL MODULAR JOINT SYSTEM

PARTIAL PLAN

AT PIER OR ABUTMENT WITH U-WINGWALL)

(MULTICELL MODULAR JOINT SYSTEM BRUSH CURB

PARTIAL PLAN

SEE DWG. NO. BD-JT16.

FOR GUIDANCE ON THE USE OF JOINT COVER PLATES,



FOR SECTIONS A-A, D-D, AND E-E SEE BD-JT12.

FOR SECTIONS C-C, SEE BD-JT14.

DESIGNER NOTES:

HEADER (TYP.)

HEADER (TYP.)

HEADER (TYP.)

PLAN VIEWS (1 OF 2)

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T10_2020-

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BD-JT10


APPROVED:

BRUSH CURB COVER PLATE

9-2-20

(TYP.)p…"

STONE CURB

BY THE MANUFACTURER



BY THE MANUFACTURER



FASCIA

FASCIA


BY THE MANUFACTURER



BY THE MANUFACTURER



(TYP.)p…"

A A

E E

B

B

C

C

A A

E E

D D

B

B C

C

SEE NOTE "C" (TYP.)

SEE NOTE "B" (TYP.)

SEAL

EDGE BEAMSEPARATION BEAMSIDEWALK POUR

SEE NOTE "C" (TYP.)

SEAL

EDGE BEAM

SID

EW

AL

K

WID

TH

(TY

P.)

9•

"

(MIN.)

3"

CO

V.

(MIN.)

3"

CO

V.

PARAPET

(MULTICELL MODULAR JOINT SYSTEM WITH SIDEWALKS)

PARTIAL PLAN

(MULTICELL MODULAR JOINT SYSTEM WITH SINGLE SLOPE CONCRETE BARRIER)

PARTIAL PLAN

"P"

"R"

"P"

"R"

PARAPET COVER PLATE


BARRIER COVER PLATE

D D

*BE FLUSH WITH PLATE)


vCLEARANCE HOLES FOR

*








THE SIZE OF THE THREADED INSERTS AND

…" RECESS

SEPARATION BEAM

SEE NOTE "B" (TYP.)

TRAFFIC BARRIER


SEE DWG. NO. BD-JT16.

FOR GUIDANCE ON THE USE OF JOINT COVER PLATES,



FOR SECTIONS A-A, D-D, AND E-E SEE BD-JT12.

FOR SECTIONS C-C, SEE BD-JT14.

DESIGNER NOTES:

HEADER (TYP.) HEADER (TYP.)

PLAN VIEWS (2 OF 2)

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T11_2020-

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2020-R0E0

BD-JT11


APPROVED:

9-2-20

MIN.6"

SEE NOTE "C"

TYPE "D" WATERSTOP

AS

SU

ME

D

10•

"*

2'-0" (TYP.)*

45°

XX

X

9"BEARINGSc

@ 68 F

"J" + 1‚"

(MIN.)

1"

n

EDGE BEAMS

SEE NOTE "B" (TYP.)

BY THE MANUFACTURER (TYP.)



(TYP.)p …"

Fn"J"v@ 68

*

MIN.6"

BEARINGSc

(TYP.)p …"

Fn"J"v@ 68

SEE NOTE "C"

SEE NOTE "B" (TYP.)




9" MIN. (TYP.)

45°

BEARINGSc

AS

SU

ME

D

10•

"*

@ 68 F

"J" + 1‚"

(MIN.)

1"

2'-0" (TYP.)*

EDGE BEAMS

@ 68 F

"J" + 1‚"

BY THE MANUFACTURER



EDGE BEAM

n

n

SEAL (TYP.)

SEPARATION BEAM SUPPORT BOX (TYP.)

SEAL (TYP.)

Fn"J"v@ 68

PLATE).

BOLTS (HEADS TO BE FLUSH WITH

vCLEARANCE HOLES FOR ANCHOR*BEAM

SEPARATION




EDGE BEAM (TYP.)p …"

@ 68 F

"J" + 1‚"

(TY

P.)

XX

X

REINFORCEMENT NOT SHOWN.

NOTE:

PLATES, SEE DWG. NO. BD-JT16.

FOR GUIDANCE ON THE USE OF JOINT COVER

SEE BD-JT15.

FOR NOTES B AND C AND DIMENSION J,

C-C, SEE BD-JT10 AND BD-JT11.

FOR LOCATIONS OF SECTIONS A-A, D-D, AND

BE MODIFIED IF NECESSARY.

BY THE DESIGNER. DIAPHRAGM DETAILS MUST

XXX - THIS DIMENSION SHALL BE CALCULATED

DESIGNER NOTES:

(TYP.)

4" MIN.

(TYP.)

4" MIN.

COVER PLATE. (AT SIDEWALK ONLY)



SECTIONS A-A, D-D & E-E

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

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BD-JT12


APPROVED:

SEAL

SEPARATION BEAM

APPROACH SLABREINFORCED CONCRETE

OF BACKWALL

REAR FACE

SEAL

SEPARATION BEAM

(HEADER ONLY SHOWN FOR CLARITY)

SECTION E-E

SECTION D-D

MUTI-GIRDER SYSTEM

SECTION A-A AT ABUTMENT

MUTI-GIRDER SYSTEM

SECTION A-A AT PIER

AT NO COST TO THE STATE.

THE EXTRA CONCRETE SHALL BE PROVIDED

OF USING A FULL THICKNESS BACKWALL.

SHOWN, THE CONTRACTOR HAS THE OPTION

IN LIEU OF THE CORBEL TYPE BACKWALL

NOTE:

ADEQUATE FOR THE JOINT PROVIDED.

VERIFY THAT THE DIMENSIONS SHOWN ARE

IT IS THE CONTRACTORS RESPONSIBILITY TO

9-2-20

*

SEAL

p…"

EDGE BEAM

NOTE "A"

5" DEEP RECESS

Š 1•-6

C.P.G.W.

TYP.Š 1•-6

(SINGLE SLOPE CONCRETE TRAFFIC BARRIER)

SECTION B-B

p…"

1.5%

SEAL

UNDER SIDEWALK

FOR SUPPORT BOX

10•" DEEP RECESS

TYP.Š 1•-6

EDGE BEAM

(SIDEWALK)

SECTION B-B

**

1•-6TYP.

Š

p…"

p…"

2'-1"

8" 1'-5"

TYP.Š 1•-6

C.P.G.W.

TYP.Š 1•-6

C.P.G.W.

DEEP RECESS

ASSUMED 10•"

DEEP RECESS

ASSUMED 10•"

DEEP RECESS

ASSUMED 10•"

DEEP RECESS

ASSUMED 10•"p…"

SEAL

1•-6Š

NOTE "A"

5" DEEP RECESS

Š 1•-6

EDGE BEAM

(BRUSH CURB)

SECTION B-B

(CURBLESS)

SECTION B-B

BARRIER COVER PLATE

FOR NOTE A, SEE BD-JT15.

BD-JT10 AND BD-JT11.

FOR LOCATIONS OF SECTIONS B-B, SEE

SKEWED BRIDGES.

vINCREASE DIMENSION AS REQUIRED ON

DESIGNER NOTES:

1"

1"

COVER PLATE.



SECTION B-B

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

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01-S

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2020-R0E0

BD-JT13


APPROVED:

9-2-20

(TYP.)

3" MIN.

9"

1'-6"

10"

OF FASCIA GIRDERc

EDGE BEAM

SEE NOTE "A"

SUPPORT BOX

BY THE MANUFACTURER



C.P.G.W.

p…"


(SINGLE SLOPE CONCRETE TRAFFIC BARRIER)

SECTION C-C

OF FASCIA GIRDERc

C.P.G.W.

BY THE MANUFACTURER


ANCHORAGE SYSTEM AND SEE NOTE "A"

SUPPORT BOX

1'-4" 9"

(TYP.)

3" MIN.

* **

*

**

EDGE BEAM


(BRUSH CURB)

SECTION C-C

(TYP.)

3" MIN.

*

*

BY THE MANUFACTURER



10‚"

EDGE BEAM

C.P.G.W.

p…"


(SIDEWALK)

SECTION C-C

OF FASCIA GIRDERc

(TYP.)

3" MIN.

BY THE MANUFACTURER



p…" EDGE BEAM

SEE NOTE "A"

SUPPORT BOX


(CURBLESS)

SECTION C-C

*

**

FOR NOTE A, SEE BD-JT15.

BD-JT10.

FOR LOCATIONS OF SECTIONS C-C, SEE

EACH STRUCTURE AT EACH FASCIA.

DIMENSION MUST BE CALCULATED FOR

SKEWED BRIDGES.

INCREASE DIMENSION AS REQUIRED ON

DESIGNER NOTES:

SECTION C-C

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T14_2020-

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ME

=

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=

2020-R0E0

BD-JT14


APPROVED:

9-2-20

CELLS

NO.

BOX SEAL

DETAIL FOR CUTTING

FOR BOX SEAL

EDGE BEAM

FOR BOX SEAL

SEPARATION BEAM

FOR STRIP SEAL

EDGE BEAM

FOR STRIP SEAL

SEPARATION BEAM

LESS THAN 6"

LESS THAN 9"

LESS THAN 1'-0"

2

3

4

4ƒ"

8‚"

11ƒ"

1‚" 2•" 1‚" 2•"

A COPING SAW, SOAP AND WATER.

ALL CUTTING TO BE DONE WITH

NOTE:

OF THE SEAL IS REQUIRED.

BEFORE CUTTINGnTHAN 30

THIS ANGLE MUST BE GREATER

HOLE DRILLED @ CENTERLINE OF SEAL

STRIP SEAL CROSS SECTION

THE "JOINT SELECTION TABLE".

DETERMINE THE "JOINT MOVEMENT" FOR USE IN

AND THEN USED IN THE FORMULAS BELOW TO

ACCORDING TO THE LATEST DESIGN SPECIFICATION

THE "DESIGN MOVEMENT" SHALL BE CALCULATED

PLATES, SEE DWG. NO. BD-JT16.

FOR GUIDANCE ON THE USE OF JOINT COVER

DECK SYSTEMS AND MODIFY THEM AS NECESSARY.

THE SUITABILITY OF THESE DETAILS FOR OTHER

ISOTROPIC DECKS. THE DESIGNER MUST VERIFY

DEVELOPED FOR CONVENTIONAL MONOLITHIC AND

DETAILS PROVIDED ON THESE SHEETS ARE

DESIGNER NOTES:

Fn@ 68

DIM. "J"

JOINT SELECTION TABLE

MOVEMENT

JOINT

JOINT MOVEMENT = DESIGN MOVEMENT X SINEv(SKEW ANGLE)

:nFOR SKEW GREATER THAN 45

JOINT MOVEMENT = DESIGN MOVEMENT X COSv(SKEW ANGLE)

:nFOR SKEW LESS THAN 45

JOINT MOVEMENT:

ANCHOR STUD

DETAIL OF HEADED CONCRETE

1‚"

ƒ"

…"

6"

PRICE FOR THE CURB ITEM.

THE CURB AND THE …" PLATE. COST TO BE INCLUDED IN THE UNIT

SPECIFICATIONS SUBSECTION 705-06 SHALL BE USED TO SEAL BETWEEN

CAULKING COMPOUND FOR STRUCTURES CONFORMING TO N.Y.S. STANDARD

BY ENGINEER.

ENDS OF BOX SEAL TO BE CAPPED WITH NEOPRENE SPONGE AS APPROVED

RESULT OF THE SUPPLIED JOINT SYSTEM.

MADE FOR THE CHANGES TO THE BLOCKOUT OR SUPPORT SYSTEM AS A

THE CONTRACTOR'S RESPONSIBILITY. NO ADDITIONAL PAYMENT WILL BE

PLANS, THAT CHANGE TO THE BLOCKOUT OR SUPPORT SYSTEM SHALL BE

OR SUPPORT SYSTEM (I.E. END DIAPHRAGM, ETC.) DETAILED IN THE

FABRICATOR/CONTRACTOR REQUIRES A CHANGE TO THE BLOCKOUT SIZE

PLACED ON THE PLANS. IF THE JOINT SYSTEM SUPPLIED BY THE

THE ASSUMED DIMENSIONS OF THE BLOCKOUT (DEPTH AND WIDTH) ARE

APPROVED LIST.

THE SUPPLIER OF THE JOINT SYSTEM MUST BE ON THE NYSDOT

STRIP SEAL OR BOX SEAL MAY BE USED AT THE CONTRACTOR'S OPTION.

ACCOMMODATE THE ACTUAL MODULAR JOINT SUPPLIED.

DIMENSIONS IN THE FIELD, BASED ON FIELD VERIFIED DIMENSIONS, TO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST ALL REQUIRED

JOINT SUPPLIED MAY VARY SIGNIFICANTLY FROM THE ONE SHOWN HERE.

MODULAR JOINT SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL

WINTER.

DISCONTINUING OPERATION WHEN WORK IS SUSPENDED DURING THE

IS OPENED TO TRAFFIC, INCLUDING CONSTRUCTION TRAFFIC, AND BEFORE

THE JOINT SHALL HAVE THE SEAL IN PLACE BEFORE THE STRUCTURE

SHOP, DUE TO ITS EXCESSIVE LENGTH CAUSING SHIPPING PROBLEMS,

SLAB. IN CASES WHERE THE JOINT CANNOT BE ASSEMBLED IN THE

FOR INSTALLATION IN ITS PREFORMED RECESS IN THE STRUCTURAL

ASSEMBLED IN THE SHOP AND DELIVERED TO THE JOB SITE ALL SET

IT IS DESIRABLE TO HAVE THE MODULAR JOINT WITH ITS SEAL

NOTES:

SPECIFICATION 566-3.03.

PREPARE EXISTING SURFACES IN ACCORDANCE WITH STANDARD

NOTE "C"

PRICE OF THE SLAB ITEM.

FURNISHING AND PLACING THIS CONCRETE SHALL BE INCLUDED IN THE UNIT

BE REQUIRED AND CURING TIME NEED NOT EXCEED 7 DAYS. THE COST FOR

FOR THE CURRENT SLAB ITEM, EXCEPT THAT MACHINE FINISHING WILL NOT

INSTALLING THE JOINT SYSTEM SHALL COMPLY WITH THE SPECIFICATIONS

THE CONCRETE FURNISHED AND PLACED IN THE RECESSES FOR

NOTE "B"

THAN A 5" DEEP BLOCKOUT IN THE OVERHANG REGIONS.

AN ALTERNATIVE SUPPORT MECHANISM THAT SHALL REQUIRE NO MORE

ACCOMMODATE A SUPPORT BOX. THE JOINT MANUFACTURER SHALL SUPPLY

NOT SUFFICIENT DEPTH OF SLAB OUTSIDE OF THE FASCIA GIRDERS TO

WITH THE EXCEPTION OF SUPERSTRUCTURES WITH SIDEWALKS, THERE IS

NOTE "A"

MISCELLANEOUS DETAILS

MULTICELL


REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T15_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT15


APPROVED:

9-2-20

*

*

*





THE SIZE OF THREADED INSERTS ANDDIRECTI

ON OF

TRAFFIC

1'-0"

"R"

ANCHOR SLIDING COVER PLATE.

THREADED INSERTS TO


CLEARANCE HOLES FOR ANCHOR BOLTS

"P"

RECEIVING COVER PLATES

…" RECESS FOR

1'-0"

RECEIVING COVER PLATE

…" RECESS FOR

DIRECTION OF TRAFFIC





THE SIZE OF THREADED INSERTS AND*

*

"8

3

"8

1

"41



CLEARANCE HOLES FOR



CLEARANCE HOLES FOR*"P"

"P"

COVER PLATE TABLE

JOINT TYPE P R

ARMORLESSv/vONEv-vCELL

MULTIv-vCELL ****

**

2'-2"1'-10"

WITH VERTICAL PARAPET).

COVER PLATE. (SHAPE TO MATCH FLUSH

…" THICK SLIDING STEEL (GALVANIZED)


TO MATCH FLUSH WITH SIDEWALK.

DIAMOND PLATE COVER PLATE. (SHAPE


COVER PLATE DETAIL FOR VERTICAL PARAPET AND SIDEWALK

WITH BRUSH CURB).

(SHAPE TO MATCH FLUSH

(GALVANIZED) COVER PLATE

…" THICK SLIDING STEEL

COVER PLATE DETAIL FOR BRUSH CURBS

(1 ON 2)

CONCRETE TAPER

SIDEWALK CONCRETE AND COVER PLATE TAPER DETAIL

RECESS (R)

"R" = 3'-0•" + "J"/COS SKEW + 1" X NO. OF CELLS

"P" = 3'-0" + "J"/COS SKEW

EXPANSION.

TO ALLOW CLEARANCE DURING BRIDGE TEMPERATURE

THE EDGE OF THE RECESS ON THE BOLTED SIDE

COVER PLATES SHALL BE INSTALLED FLUSH WITH

NOTE:

*

CONCRETE BARRIER

FOR MEDIAN SINGLE SLOPE

COVER PLATE DETAIL

CONCRETE BARRIER

FOR SINGLE SLOPE

COVER PLATE DETAIL

*

*





THE SIZE OF THREADED INSERTS AND


CLEARANCE HOLES FOR ANCHOR BOLTS

"P"

DIRECTI

ON OF T

RAFFI

C

"R"

"R"

1'-0"

"P"

…" RECESS FOR RECEIVING COVER PLATE

1'-0"

(SHAPE TO MATCH FLUSH WITH BARRIER).

…" THICK SLIDING STEEL (GALVANIZED) COVER PLATE

SLIDING COVER PLATE.

THREADED INSERTS TO ANCHOR*



SEE DWG. NO. BD-JT15 FOR "J" DIMENSION.

ALL MODULAR JOINTS.

SIDEWALK AND BARRIER COVER PLATES ARE REQUIRED FOR

PLATE.

WIDTH LARGER THAN •" SHALL BE COVERED WITH A COVER

ALL JOINTS IN SIDEWALKS WITH A DESIGN MAXIMUM OPENING

BE COVERED WITH A COVER PLATE.

A DESIGN MAXIMUM OPENING WIDTH LARGER THAN 3" SHALL

ALL JOINTS IN BARRIER, PARAPETS OR BRUSH CURBS WITH

DESIGNER NOTES:

8"

JOINT COVER PLATE DETAILS

REVISED





EFFECTIVE WITH THE


ERRATA

BD-J

T16_2020-

R0

E0.d

gn

01-S

EP-2020 11:4

8

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

2020-R0E0

BD-JT16


APPROVED:

PLATE (1 ON 2)

TAPER EDGE OF COVER

PLATE

ANCHOR SLIDING COVER

THREADED INSERTS TO EDGE TO „" RADIUS

ROUND OVER BOTTOM

"R"

TAPERED DETAIL

TAPERED EDGE, SEE

"TAPER DETAIL"

TAPERED EDGE, SEE

9-2-20

BD-JT SERIES FOR SIGNATURE 09-01-2020...FOR GUIDANCE ON THE USE OF JOINT COVER PLATES, SEE DWG. NO....

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Transcript of BD-JT SERIES FOR SIGNATURE 09-01-2020...FOR GUIDANCE ON THE USE OF JOINT COVER PLATES, SEE DWG. NO....