REINFORCEMENT SECTION STEEL BEAM … · letting of 05/07/2015 effective with the issued under eb...

PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.

(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION

NOTE:

BAR A

1’-0"

BAR DBAR E

3" RADIUS

4" RADIUS

3" RADIUS

3" RADIUS

1’-

7�

"

2’-4�"

1’-

7�

"

1’-

0"

1�"

2"

BAR B

*

*

*

BAR TYPES

1’-

3"

2’-5�"

1’-0"

1’-

8�

"

1’-0"

3" RADIUS

BAR C

1’-

6"

1’-1"

1’-

4"

1’-

7�

"

11"

3" RADIUS

7�"

1’-

4"

*THESE DIMENSIONS WILL NEED TO BE ADJUSTED.

IF THE DECK SLAB THICKNESS EXCEEDS 6",

1’-

0�

"

1’-

0�

"

4"

MIN. (TYP.)

2"vCOV.

1’-

0"

LA

P

(BAR A)

(BARS D & E)

BD-SS1E OR BD-SS6E.

4"

MIN. (TYP.)

2"vCOV.

1’-

0"

LA

P

MIN.

2"COV.

(BAR B)

TO 6" MAX.

VARIES 4" MIN.

BD-PA3E.

4" MIN.

4"

MIN. (TYP.)

2"vCOV.

1’-

0"

LA

P

(BAR C)

2" COV. MIN.

8"

U-WALL

REINFORCEMENT SECTION

8"

MIN.

8"

MIN.

10"

8"

8"

5"

10"

8"

8"

5"

10"

8"

8"

5"

(BARS D & E)

(BARS D & E)

1’-

6"

ALL RADII ARE OUTSIDE BAR.

ALL BAR DIMENSIONS ARE OUT TO OUT.

NOTE:

PRESTRESSED CONCRETE I-BEAM OR BULB-TEE SIMILAR

STEEL BEAM SUPERSTRUCTURE SHOWN


PRESTRESSED SLAB UNITS SIMILAR

PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE SHOWN


1’-7"

2’-

10"

1’-7"

2’-

10"

1’-7"

2’-

10"

BD-RCB1E

ONLY AND SHOULD NOT BE SHOWN ON THE CONTRACT PLANS.

BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL PURPOSES

LAP LENGTH FOR BARRIER LONGITUDINAL BARS IS 2’-2".

FOR BAR TYPE E.

FOR BAR TYPE C, USE N16 FOR BAR TYPE D AND USE 13

DIAGRAM DESIGNATION N14 FOR BAR TYPES A & B, USE N13

FOR BARLIST PROGRAM DIMENSION INPUTS, USE BAR BENDING

FOR SLAB REINFORCEMENT SEE BD-SS1E OR BD-SS6E.

FOR TYPICAL BARRIER SECTION DIMENSIONING, SEE BD-RCB3E.

SELECTION CRITERIA.

REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING

DESIGNER NOTES:

BASED ON OVERHANGDESIGNER: PROVIDE DIMENSION

MAX. TWO HAIRPIN BARS.

2-#5(E) BARS @ 8" CTRS.

#5(E) BARS (TYP.)

MAX.

#6(E) BARS @ 8" CTRS.

WHEREVER POSSIBLE.

BOTTOM TRANSVERSE BAR

THIS BAR TO BE TIED TO THE

SEE

FOR SLAB REINFORCEMENT

#5(E) BARS (TYP.)


2-#5(E) BARS @ 8" CTRS.

MAX.


FOR SLAB REINFORCEMENT SEE

#5(E) BARS (TYP.)


2-#5(E) BARS @ 8" CTRS.

MAX.


OR SHOULDER

APPROACH SLAB

TOP OF PAVEMENT,

OPTIONAL CONSTRUCTION JOINT

WALL REINFORCEMENT NOT SHOWN

WHEREVER POSSIBLE.

TIED TO BEAM REINFORCEMENT

THE PRESTRESSED UNIT AND

THIS BAR IS TO BE CAST INTO

SUPERSTRUCTUREFASCIA DEPTH ONDIMENSION TO MATCH

SAFETY SHAPE SECTIONS

CONCRETE BRIDGE BARRIER

OFFICE OF STRUCTURES

DEPARTMENT OF TRANSPORTATION

STATE OF NEW YORK

12/23/14

ISSUED

LETTING OF 05/07/2015

EFFECTIVE WITH THE

ISSUED UNDER EB 14-046

(STRUCTURES)

DEPUTY CHIEF ENGINEER

/S/ RICHARD MARCHIONE, P.E.

ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1�"(-0+�")

SECTION A-A

CONTINUOUS CONCRETE BARRIER WITH CONSTRUCTION GROOVES

**

**

5’-0" (MAX.)

SEE CURRENT JOINT

BD SHEET

SEE CURRENT JOINT

BD SHEET

EACH BAR.

REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP

BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE SPLICES ARE

THE LONGITUDINAL REINFORCING BARS FOR THE CONCRETE BARRIERS SHALL

CHAMFERS AT THE SURFACE.nDEPTH 45

�") CONSTANTu CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"

ANGLE WITH THE SURFACE.nFORMED GROOVES SHALL MAKE A 60

THE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�").

COMBINATION OF THESE METHODS MAY BE EMPLOYED.

3. CUTTING THE PLASTIC CONCRETE.

CAST-IN-PLACE SLIP FORMED.

2. SAWING THE SET CONCRETE WITHIN 8 HOURS OF PLACEMENT FOR

1. FORMING FOR CAST-IN-PLACE CONSTRUCTED FORMS.

CONSTRUCTION GROOVES SHALL BE MADE BY:

NOTE "A":

STRUCTURE AND WALLS.

UNIFORM ACROSS THE

SPACING SHALL BE

ELEVATION

CONCRETE BARRIER GROOVE SPACING

BRIDGE JOINTc BRIDGE JOINTc

SEE NOTE "A"

CONSTRUCTION GROOVE

(TYPICAL), SEE NOTE "A"

CONSTRUCTION GROOVESA

LA

P

1’-

0"

MIN.

10"

8"

8"

5"

10"

SECTION A-A

LA

P

1’-

0"

MIN.

10"

8"

8"

5"

7"

SECTION A-A

LA

P

1’-

0"

MIN.

SECTION A-A

10"

8"

8"

5"

10"

SUPERSTRUCTURE

FASCIA DEPTH ON

DIMENSIONS TO MATCH

"4

32’-

9

"4

32’-

6

"215

"4

31’-

5

"215

"215

BAR B BAR C BAR D

BAR TYPES

"214 6"

6"

3"

3"

"214 6"

6"

3"

3"

6"x6"x�" TUBE

WHENEVER POSSIBLE.



SEE NOTE "A"

SEE NOTE "A"

BOX BEAM

PRESTRESSED

OR SHOULDER

TOP OF PAVEMENT

THE SPLICE AREA.

ARE NOT PERMITTED ON THE INSIDE WALLS OF

PROTRUSION CAUSED BY WELDING OR GALVANIZING

8’-0"

6"1’-4"1’-8"1’-0"1’-0"2’-6"

5’-0" 3’-0"

6"

PLAN

ELEVATION

NOT SHOWN

WALL REINFORCEMENT

�"

45°

45°

45°

G

G

G

�" THK. TUBE

45°

�"

SECTION E-E

DETAIL "A"NOT TO SCALE

n45

gG

E

E

6"

3’-0"

CUT DETAIL - END CONNECTION

NOT TO SCALE

�"

�"

NOT TO SCALE

END CONNECTION FOR BOX BEAM GUIDE RAIL

S11 S11 S11

H

O

H

O

H

O

1’-5"

"43

8

(H1)

23BAR A

COVER (TYP.)

2" MINIMUM

WHENEVER POSSIBLE.

TIED TO BEAM REINFORCEMENT

THE PRESTRESSED UNIT AND

THIS BAR TO BE CAST INTO

COVER (TYP.)

2" MINIMUM

COVER (TYP.)

2" MINIMUM

CO

V.

2"

MIN.

1’-0"

ALL RADII ARE TO THE OUTSIDE OF BAR.


NOTE:

6"x6"x�" TUBE

FRONT FACE OF TUBE.

OF 2" DIA. HOLES INc

BACK FACE OF TUBE.

OF 1" DIA. HOLES INc

SEE

FOR SLAB REINFORCEMENT,

BD-PA3ESEE


BD-SS1E OR BD-SS6E

K1

D

K2 H2

8�"

1’-0�"

1’-5"

FRONT FACE OF BARRIER.

MAINTAIN A 2" MINIMUM COVER AT

LEG TO BE BENT IN FIELD TO

NORMAL CROWN MAY REQUIRE THIS

DECK CROSS SLOPES OTHER THAN

NOTE A:

(TY

P.)

3"

SEE DETAIL "A"

#5(E) BARS (TYP.) #5(E) BARS (TYP.)

BOTTOM OF TUBE)

�" BOLT (TOP &

�" DIA. HOLE FOR

FOR FIXED SPLICE

CTRS. MAX.

6(E) BARS @ 6"

(BAR A)

MAX. (TWO HAIRPIN BARS)

5(E) BARS @ 6" CTRS.

(BARS B & D)



(BARS B & C)

CTRS. MAX.

6(E) BARS @ 6"

(BAR A)



(BARS B & D)



(E) DEMOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION

NOTE:



FOR BARRIER TRANSITION SECTION DIMENSIONING, SEE BD-RCB3E.

DESIGNER NOTES:

BD-RCB2E

TO 6" MAX.

VARIES 4" MIN.

BASED ON OVERHANG.DESIGNER: PROVIDE DIMENSIONING

#5(E) BARS (TYP.)

BOTTOM FACES OF 6"x6"x3#16" BOX BEAM

THIS AREA TO BE CUT FROM THE TOP AND

OF HOLEc

SEAL WELD

AND BOTTOM OF TUBE)

1"x4" SLOTS (TOP

FOR EXPANSION SPLICE

TO BOX BEAM GUIDE RAIL

SAFETY SHAPE SECTIONS & TRANSITION




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

6"

A

A

"8

71’-

5

2’-

10" "

43

2’-

5

1’-4"1’-8"1’-0"1’-0"

6’-0"

#5(E) BARS @ 8"

1’-

7"

"2

19

"2

19

6" 6"

"8

711

WA

SH

"2

1

PLAN

ELEVATION

4"

"212

CONCRETE BARRIER

END SECTION OF

GRADE OF ROADWAY)

BARRIER (FOLLOWS

TOP OF CONCRETE

THE CONCRETE BARRIER ITEM.

FURNISHING AND PLACING SHALL BE INCLUDED IN

STEEL PIPE (ASTM A53, NPS 1" DIA.). THE COST OF

1" DIA. P.V.C. PIPE OR 1" DIA. GALVANIZED

CONCRETE BARRIER TRANSITION

6’-0"

12-#5(E) BARS @ 6"

FOR CLARITY.

BOX BEAMS NOT SHOWN

END CONNECTION FOR

NOTE:

4’-

0"

1’-0"1’-0"1’-8"1’-4"

6 SPACES @ 3’-0" = 18’-0"

4 SPACES @ 2’-0" = 8’-0"

(HEAVY POST)

3 SPACES @ 2’-0" = 6’-0"

2’-0"

6’-0"

S3 x 5.7 TRANSITION POSTS

3’-0"

1’-0"S3vxv5.7 STANDARD HIGHWAY POSTS

" (BOTTOM RAIL)217

RAIL IN HIGHWAY ESTIMATE

PAY LIMIT FOR BOX BEAM GUIDE

"212

5"

"2

13

2’-

0"

SPLICE ASSEMBLY

OF EXPANSIONc

1’-

3"2’-

3"

MOUNTING HEIGHT2’-3" HIGHWAY

A

A B

B

CONCRETE BARRIER

SHEETS FOR ALTERNATE CURB CONFIGURATIONS.

SEE SHOULDER DRAINAGE AND APPROACH DETAIL

6" x 6" x �" GALVANIZED BOX BEAM

SEE NOTE "A"

(SEE NOTE "B")

SHELF ANGLE

OR SHOULDER

TOP OF PAVEMENT

ANGLE MAY BE DRILLED IN THE FIELD (TYP.)

HOLES IN THE POST FOR THE LOWER SHELF

MOUNTING HEIGHT

SLOPED TO MEET HWY.

HEAVY POSTS

FOR BOX BEAMS

END CONNECTIONS

EXPANSION SPLICE ASSEMBLYc

40’-0" PAY LIMIT FOR TRANSITION - CONCRETE BARRIER TO BOX BEAM GUIDE RAIL IN BRIDGE ESTIMATE

6"

6"

(SEE NOTE

"A")

9’-0"

25’-0"

PARALLEL TO GRADE

BEGIN RUN OF BOX BEAM31’-0" TRANSITION TO MOUNTING HEIGHT


"4

31’-

8

6"

FIXED SPLICE ASSEMBLY (TOP RAIL)c

"217

PLAN

ELEVATION

OF TURNBACK SPLICE ASSEMBLY (BOTTOM RAIL)c

FLARED BACK SECTION OF TUBE.

OF THE GROUND AT THE END OF THE

9" MEASURED FROM THE ELEVATION

FOR END CONNECTIONS FOR BOX BEAM DETAILS, SEE BD-RCB2E.

FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD SERIES SHEETS.

FOR TRANSITION POST AND HEAVY POST DETAILS, SEE BD-RCB4E.

FOR TURN BACK SPLICE DETAILS, SEE BD-RCB4E.

FOR SPLICE ASSEMBLY DETAILS, SEE BD-RS8E.

FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E.

THE DESIGNER SHALL CHECK THE CLEARANCE FROM SUBSTRUCTURE TO THE

DESIGN/DETAILER:

BD-RCB3E

(HWY. EST.).

SHOULDER. PAYMENT WILL BE MADE UNDER SHOULDER MATERIAL ITEM

PAVE THIS AREA WITH THE SAME MATERIAL USED IN THE STABILIZED

NOTE "C":

STANDARD SHEET TITLE "BOX BEAM GUIDE RAIL".

SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT HIGHWAY

NOTE "B":

FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION ITEM.

THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER TUBE

NOTE "A":

NOTES:

CONCRETE BARRIER

FACE OF BACKWALL FOR FLARED WALLS.

(TYPE A) END OF U-WINGWALL OR REAR

BEGIN PAY LIMIT FOR STONE CURB

SEE DESIGNER NOTE (SEE NOTE "B")

SHELF ANGLE (TYP.) 6" x 6" x �" GALVANIZED BOX BEAM

THE TRANSITION ITEM.

INCLUDED IN THE PRICE BID FOR

THE COST OF THIS POST TO BE

(SEE NOTE "C")

VEGETATION CONTROL STRIP

OPTIONAL (HOT-vMIX ASPHALT) AND THE BLOCKOUTS ON THIS POST ONLY.

NO BOLT IS REQUIRED BETWEEN THE BOX BEAM

CURB LINE

IN BOX BEAM AT THIS POST ONLY.

FIELD DRILLED. NO �" DIA. BOLTS REQUIRED

THE �" DIA. HOLE DRILLED IN THE POST MAY BE

2’-

8�

"

IN BRIDGE ESTIMATE

PAY LIMIT FOR CONCRETE BARRIER

BOX BEAM

END CONNECTION FOR

CONCRETE SAFETY SHAPE BARRIER

TRANSITION TO

BOX BEAM GUIDE RAIL



STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1’-7"

2’-

7"

"219

2’-

10"

1"

1"

1"

2"

1"

�"

WA

SH

1"

SECTION A-A

"4397"

"412

1’-

9"

10"

3"

OR SHOULDER

TOP OF PAVEMENT

1" 1"

1"

SHOWN FOR CLARITY.

REINFORCEMENT NOT

NOTE:

1’-7"

2’-

7"

"219

2’-

10"

1"

1"

1"

2"

1"

�"

WA

SH

1"

SECTION B-B

"219"2

19

"4

31’-

8

"213

1"

"8

711

"8

34

THE TRANSITION ITEM (TYP.)

WASHERS SHALL BE INCLUDED IN

BOLTS WITH HEX NUTS AND FLAT

COST OF FURNISHING AND PLACING

ALL COMPONENTS TO BE GALVANIZED.

1 ON OUTSIDE FACE OF BARRIER).

FLAT WASHERS (1 ON INSIDE &

(ASTM A449) WITH HEX NUTS AND

�" DIA. GALV. ANCHOR STUDS

OR SHOULDER

TOP OF PAVEMENT

REAR FACE OF RAIL

BARRIER ITEM.

BE INCLUDED IN THE CONCRETE

FURNISHING AND PLACING SHALL

A53 NPS 1" DIA.) THE COST OF

DIA. GALVANIZED STEEL PIPE (ASTM

1" DIA. P.V.C. PIPE OR 1"

1" 1"

1’-

9"

7"

6"

3"

SHOWN FOR CLARITY.

CHAMFERS AT END OF BARRIER, NOT

NOTE:"

21

2’-

8

5"

6"

3"3"

6"

"2

13

"214

"2

11

TYPICAL RAIL TO POST CONNECTION

F

F

ELEVATION VIEW F-F

�" DIA. BOLT

�" DIA. HOLE

S3 X 5.7

�" DIA. BOLT

STEEL ANGLE FOR

�" x 3" SLOT IN4�" LONG

L5vxv3�vxv�

SHELF ANGLE

BEAM GUIDE RAIL."

STANDARD SHEET, "BOX

SEE CURRENT HIGHWAY

FOR ADDITIONAL DETAILS

NOTE:

AND HEX NUT

WITH FLAT WASHER

STANDARD HEX BOLT

�" DIA. x 1�" LONG

2"

2"

HEAVY POST DETAIL

HEAVY POST ELEVATION

DETAIL "A"

VA

RIE

S

TRANSITION POST DETAIL

Œ"

Œ"

2…"

8"

NO

TEv"

E"

SE

E

3'-

0"

2'-

8"

1'-

4"

‚ 2

‚ 2-10

‚ 2

(TY

P.)

2"

(TYP.)

2"

S3vxv5.7(TYP.)

8"

4"

(TY

P.)

6"

(TYP.)

6"

(TY

P.)

1‚

"

(TY

P.)

1‚

"

(TY

P.)

3•

"

(TYP.)

1‚"

1'-

6"

2'-

0"

3'-

6"

‚ 2

‚ 2

‚ 2-10

(TYP.)

6"

BLOCKOUT TUBE 6" LONG (TYP.)

8"xv6"xv‚" GALVANIZED

SEE DETAIL "A"

AND LOCK WASHER (TYP.)

HEX NUT, FLAT WASHER

HEAD SQUARE NECK BOLT,

ƒ"vDIA.vxv7•" LG. ROUND

GALV. BOX BEAM

6"xv6"xv‰"

SOIL PLATE

8"xv‚"xv2'-0"

SPECIAL POST W6vxv25

OF POSTc

W6vxv9

SOIL PLATEv

8"vxv‚"vxv2'-0"

6"

1…

"…

"

1"

SPECIAL POST ELEVATION

1 FAR SIDE) (TYP.)

WASHERS (1 NEAR SIDE,

WITH HEX NUTS AND FLAT

HEX BOLT (A307, GRADE A)

2v-v•"vDIA.vxv1…"vLG. STD.

1 FAR SIDE) (TYP.)

WASHERS (1 NEAR SIDE,

WITH HEX NUTS AND FLAT

HEX BOLT (A307, GRADE A)

2v-v•"vDIA.vx 1•"vLG. STD.

ELEVATION

pSPECIAL POST BASE

CEMENT MORTAR PAD

W6vxv25 POST

‚"

M

n45

G 45°

BAR TO REMAIN

STEEL BACK-UP

PLAN

PLAN

(TY

P.)

1‚

"

(TY

P.)

1‚

"

VA

RIE

S

8"

SPLICE TUBE DETAILS FOR TURN BACK

LOWER TRANSITION GUIDE RAIL

SPLICE DETAIL AT TURN BACK IN

BLOCKOUT TUBE 6" LONG (TYP.)

8"xv6"xv‚" GALVANIZED

BASE PLATE DETAIL

SPECIAL POSTREFERENCE SURFACE

SOIL PLATEv

8"vxv‚"vxv2'-8"

(TYPE A)

STONE CURB

ALL GUIDE RAIL POSTS)

DRIVING (TYPICAL ON

ALONG THIS LINE FOR

PERMISSABLE TO CUT

OF BLOCKOUT

IN POST & REAR

†" DIA. HOLESc

pANCHOR

SPECIAL POST

BD-RCB4E

THE EDGE DISTANCE REQUIREMENT.

MODIFYING THE BACKWALL IN THIS AREA TO MEET

WOULD BE USING A DOUBLE RAILING BLOCKOUT OR

WILL NEED TO BE USED. ALTERNATIVES TO CONSIDER

REQUIREMENT CAN'T BE MET AN ALTERNATIVE DETAIL

FROM ANY SPECIAL POST ANCHOR STUD. IF THIS

A MINIMUM EDGE DISTANCE OF 3•" IS REQUIRED

DESIGNER NOTE:

TUBE 6" LONG

BLOCKOUT 8"xv6"xv‚"

7'-

0"

7'-

0"

SEE HEAVY POST DETAIL

W6vxv9 HEAVY POST WITH SOIL PLATE,


NCLUDED IN THE COST OF

WITH SOIL PLATE TO BE

THE COST OF THE POST

NOTE:

WITH TOP OF RAIL (TYPICAL)

TOPS OF THE TUBES TO BE FLUSH

BOX BEAMv

6"vxv6"vxv‰" GALVANIZED

SPECIAL POST ANCHOR PLATE DETAIL

B-U2a-GF

REPAIRED IN ACCORDANCE WITH SUBSECTION 719-01.

DRILLED IN THE FIELD. IF SO, THE GALVANIZING SHALL BE

HOLES IN THE POST FOR THE LOWER RAIL MAY BE LOCATED AND

NOTE "E":

RAILS, SPLICE TUBES AND FILL PLATES.

PERMITTED ON THE ADJOINING SURFACES OF THE BOX BEAM

PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT

NOTE "D"

NOTES:

(TY

P.)

1‚

"

(TY

P.)

1‚

"

WITH TOP OF POST (TYP.)

TOPS OF THE TUBES TO BE FLUSH

(ONE WASHER ON EACH SIDE OF BASE PLATE).

NUTS AND TWO FLAT WASHERS EACH.

(A449) 1'-0" LONG WITH FOUR HEAVY HEX

1" DIA. ANCHOR STUDS FULLY THREADED



STATE OF NEW YORK

12/23/14

ISSUED

REVISED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

RAIL TRANSITION TO CONCRETE BARRIER

COMMON DETAILS FOR BOX BEAM GUIDE

HOLES

†" DIA.

26°

(GALVANIZED). (TYPICAL)

1 BOTTOM) AND 1 LOCK WASHER

2 STANDARD WASHERS (1 TOP &

BOLTS (ASTM A325, TYPE 1) W/NUT,

AND BOTTOM) FOR ƒ" DIA. 7•" LG.

‡" DIA. HOLE IN BOX BEAM (TOP

SPLICE TUBE

(TYP.)

•"

(TYP.)

3"

(TYP.)

7"

SEE NOTE "D"

BEAM RAIL (TYPICAL)

6"xv6"xv‰" BOX

M

n45

G

5"

1'-1… "

26°

M

n45

G

SEE "ELEVATION OF TRANSITION".

AT THE END OF THE BOX BEAM.

BY THE 9" MEASUREMENT

THIS ANGLE IS DETERMINED

2ƒ"

6"

TUBE (TOP & BOT.)

AND IN 5"xv5"xvŠ"

FILL PLATES (BOTTOM)

1"xv7" SLOT IN

B-U2a-GF

B-U2a-GF

FILL PLATES (TYP.)

4"xv…"xv9•"

1'-1…"

3•"

3•" Š

2-6

Š 2-6

Š 2-6 Š 2-6

BARRIER ON BRIDGE

OF CONCRETE

SQUARE OFF END

AND TWO FLAT WASHERS EACH.

WITH FOUR HEAVY HEX NUTS

(ASTM A449) 1'-0" LONG

4v-v1" DIA. ANCHOR STUDS

SEE DESIGNER NOTE

CURB LINE

2'-0"

ON BRIDGE

CONCRETE BARRIER

SQUARE OFF END OF

THIS POST ONLY.

AND THE BOX BEAM ON

BETWEEN THE BLOCKOUT

NO BOLT IS REQUIRED

BACKWALL

OPENINGJOINT

SPECIAL POST DETAIL9•"

4ƒ"

6"

4" DIA. HOLE

(TY

P.)

1ƒ

"

6"

6"

•

•

9•"

6"

"4

14

"4

14

‰

•"

6"

6"

"4

14

"4

14

(TYP.)

1ƒ"

(TYP.)

1ƒ"

(TY

P.)"

43

1

W6vxv25 POST

(TYPICAL)

1"vDIA. ANCHOR STUD

1„"vDIA. HOLE FOR

(TYPICAL)

1"vDIA. ANCHOR STUD

1„"vDIA. HOLE FOR

p9•"xv…"xv1'-0"

BAR A BAR B BAR C

BAR TYPES

*



NOTE:

**

(BAR B)

(BAR A)

BAR B

3"

(BAR B)

(BAR A)BAR B

"217

"4

311

"4

12

3’-1"

**

* *

3"

(BAR C)

1’-

6"

"2

14’-

6

1’-

6"

"4

13’-

1

11"

OPTIONAL CONSTR. JT.

#5(E) BARS @ 8" MAX.

#7(E) BARS (TYP.)

(LAP TO )

#5(E) BARS @ 8"

SEE



2’-0" L

AP (T

YP.)

2’-0" L

AP (T

YP.)

3"

7"

7"

10"

8"

8"

6"

6"

4"

8"

8"

6"

6"

4"

2"vCOV.

4"

8"

7"

7"

0

2"

2"vCOV.

EACH BAR.





�") CONSTANTuvCUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"









NOTE "A":

COV. (TYP.)

2" MIN.

4"

7"

7"

2"vCOV.

MIN.2"vCOV.v

2%

WALL REINFORCEMENT NOT SHOWN

SUPERSTRUCTUREFASCIA DEPTH ONDIMENSION TO MATCHvv

0

COV. (TYP.)

2" MIN.

"4

32’-

9

"2

12’-

10

3" RADIUS

3" RADIUS


#7(E) BARS (TYP.)


(LAP TO )

#5(E) BARS @ 8"

8"

8"

6"

6"

4"






REINFORCEMENT SECTIONU-WALL


PRESTRESSED SLAB UNIT STRUCTURES).

(ADJACENT PRESTRESSED BOX BEAM OR ADJACENT

IF THE DECK SLAB THICKNESS EXCEEDS 6"

THIS DIMENSION WILL NEED TO BE MODIFIED

MODIFIED FOR OTHER DECK CROSS SLOPES.

CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE

THESE DIMENSIONS ARE BASED ON A NORMAL

ALL RADII ARE TO OUTSIDE OF BAR.


NOTE:

***

BD-RCB5E1’-6"

3’-

6"

1’-6"

3’-

6"

1’-6"

3’-

6"

REINFORCEMENT WHEREVER POSSIBLE.

PRECAST UNIT AND TIED TO THE BEAM

THIS BAR TO BE CAST INTO THE




FOR BAR TYPE B & C.

DIAGRAM DESIGNATION N12 FOR BAR TYPES A, AND USE N13


FOR BAR TYPE A MAY BE DIFFERENT AT EACH FASCIA.

DEPENDING ON THE BRIDGE CROSS SLOPE, BAR LIST INPUTS



SELECTION CRITERIA.


DESIGNER NOTES:

#7(E) BARS (TYP.)


WHEREVER POSSIBLE



SEE


BD-SS1E OR BD-SS6E

BD-PA3E

SINGLE SLOPE SECTIONS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1�"(-0+�")

BRIDGE JOINTc

5’-0"

BRIDGE JOINTc

SECTION A-A

BD SHEET

SEE CURRENT JOINT


CONSTRUCTION GROOVES

BD SHEET

SEE CURRENT JOINT

A

A

ELEVATION


SEE NOTE "A"

CONSTRUCTION GROOVE


UNIFORM ACROSS THE

SPACING SHALL BE


***


SINGLE SLOPE SECTIONS & TRANSITION


#7(E) BARS (TYP.)

SEE NOTE "A"

3"

4"

3�" TO 6"

VARIES FROM

3�" TO 6"

VARIES FROM

2’-

0"

LA

P

7"

7"

10"

BOX BEAM SHOWN

2v%

(BARS E & F)

(BAR D)

TWO HAIRPIN BARS

#5(E) BARS @ 6" (MAX.)

#6(E) BARS @ 6" (MAX.)

#7(E) BARS (TYP.)

SEE NOTE "A"

4"

3�" TO 6"

VARIES FROM

3�" TO 6"

VARIES FROM

(BARS E & F)

(BAR D)

TWO HAIRPIN BARS

#5(E) BARS @ 6" (MAX.)

#6(E) BARS @ 6" (MAX.) 2’-

0"

LA

P

7"

7"

3"

8"

1’-

0’

LA

P (M

IN.)

4"

4"

MIN.

2" COV.

1’-

0’

LA

P (M

IN.)

OPTIONAL CONSTR. JT.SUPERSTRUCTURE

FASCIA DEPTH ON

DIMENSION TO MATCH

3�" TO 6"

VARIES FROM

3�" TO 6"

VARIES FROM

7"

7"

3"

1’-

0’

LA

P (M

IN.)

1’-

0"

#7(E) BARS (TYP.)

(BARS E & F)

SECTION B-B

3"

7"

7"

8"

8"

6"

6"

4"

10"

(BAR B)

2" COV.

(BAR A)

BAR B

2’-0" L

AP (T

YP.)


LEG TO BE BENT IN FIELD TO MAINTAIN A 2" MINIMUM COVER AT

DECK CROSS SLOPES OTHER THAN NORMAL CROWN MAY REQUIRE THIS

NOTE "A"





FOR DETAILS OF TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.

FOR CUT DETAIL OF END CONNECTION, SEE BD-RCB2E.

FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE BD-RCB2E.


DESIGNER NOTES:

PRESTRESSED SLAB UNIT STRUCTURES).


IF THE DECK SLAB THICKNESS EXCEEDS 6"

THIS DIMENSION WILL NEED TO BE MODIFIED

MODIFIED FOR OTHER DECK CROSS SLOPES.

CROWN DECK CROSS SLOPE. THEY WILL NEED TO BE

THESE DIMENSIONS ARE BASED ON A NORMAL *

**



SECTION A-A

BAR D

BAR E

BAR F

BAR TYPES



NOTE:

BAR A BAR B BAR C

"4

32’-

9

3’-1"

**

*

*

"2

14’-

6

1’-

6"

2’-

9�

"

TO 2’-

10�

"

VA

RIE

S

FR

OM

3’-

0�

"

TO 3’-

1�

"

VA

RIE

S

FR

OM

0" TO 2�"

VARIES FROM

1’-0" TO 11�"

VARIES FROM

6"

2’-

5"

2’-

8"

6"

"43

8"418

1’-0�"

1’-5"

1’-5"



SECTION A-A

U-WALL

SECTION A-A

0" TO 7�"

VARIES FROM

0" TO 8"

VARIES FROM

NOT SHOWN

WALL REINFORCEMENT

SEE


SEE

FOR SLAB REINFORCEMENT,0 SEE


BD-RCB5E. BARRIER TRANSITION BAR TYPES SHOWN BELOW.

OR U-WING WALLS REFER TO APPROPRIATE SECTIONS ON

OF BARS ORIGINATING IN ADJACENT BOX BEAMS WITH SLAB

SLAB WITH STEEL GIRDERS SHOWN. FOR SIMILAR SECTIONS

NOTE:

3" RADIUS3" RADIUS

3" RADIUS3" RADIUS


#7(E) BARS (TYP.)

(LAP TO )

#5(E) BARS @ 8"


WHEREVER POSSIBLE



2" MIN. COV. (TYP.)

0

COV.v(TYP.)

2"vMIN.

4"

(TWO HAIRPIN BARS)


COV. (TYP.)

2" MIN.

COV. (TYP.)

2" MIN.

OR SHOULDER

TOP OF PAVEMENT

WHEREVER POSSIBLE



BD-RCB6E




BD-SS1E OR BD-SS6EBD-PA3E

BD-SS1E OR BD-SS6E



STATE OF NEW YORK

12/23/14

ISSUED

REVISED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

B

A B

A

3’-

6"

2’-

10"

6"6" 1’-4"1’-8"1’-0"1’-0"

10’-0"6’-0"

IN THE CONCRETE BARRIER ITEM.

FURNISHING AND PLACING SHALL BE INCLUDED



"vWASH83

"vWASH83


ELEVATION

PLAN

INDICATE BARS @ 6" INDICATE BARS @ 8"6"

1’-

6"

8"

10"

10’-0"6’-0"

4"

CONCRETE BARRIER

END OF#7 BARS BEND IN FIELD AS REQ’D.

"2

12’-

5 "4

31’-

5

4’-

0"

1’-0"1’-0"1’-8"1’-4" S3 x 5.7 TRANSITION POSTS

3’-0"


" (BOTTOM RAIL)217

5" 2"

2’-

0"

1’-

3"2’-

3"

A

A

B

B




6"

6"

(SEE NOTE

"A")

9’-0"

25’-0"

31’-0" TRANSITION TO MOUNTING HEIGHT


"4

31’-

8

6"

(BRIDGE ESTIMATE)


(HIGHWAY ESTIMATE)

PAY LIMIT FOR BOX BEAM GUIDE RAIL

PARALLEL TO GRADE

BEGIN RUN OF BOX BEAM

TRANSITION

CONCRETE BARRIER

ELEVATION

PLAN

10’-0"

TRANSITION

BARRIER

CONCRETE

10’-0"

3’-

6"

6 SPACES @ 3’-0" = 18’-0"

4 SPACES @ 2’-0" = 8’-0"

3 SPACES @ 2’-0" = 6’-0"

2’-0"

6’-0"

HEAVY POST

" (BOTTOM RAIL)217

HIG

HW

AY

2’-

3"

HEIG

HT

MO

UN

TIN

G

CONCRETE BARRIER TO BOX BEAM GUIDE RAIL TRANSITION

BD-RCB7E

(HWY. EST.).

SHOULDER. PAYMENT WILL BE MADE UNDER SHOULDER MATERIAL ITEM

PAVE THIS AREA WITH THE SAME MATERIAL USED IN THE STABILIZED

NOTE "C":



NOTE "B":



NOTE "A":

NOTES:

CURB LINESEE DESIGNER NOTE



BEGIN PAY LIMIT FOR STONE CURB(SEE NOTE "D")

SELF ANGLE (TYP.)





(SEE NOTE "C")


OPTIONAL (HOT-vMIX ASPHALT) AND THE BLOCKOUTS ON THIS POST ONLY.

NO BOLT IS REQUIRED BETWEEN THE BOX BEAMSPLICE ASSEMBLY

OF EXPANSIONc

FOR BOX BEAMS

END CONNECTIONS

OF EXPANSION SPLICE ASSEMBLYc

MOUNTING HEIGHT

SLOPED TO MEET HWY.



SEE NOTE "A"




OR SHOULDER

TOP OF PAVEMENT

(SEE NOTE "B")

SHELF ANGLE



HEAVY POSTS

POST ONLY.

BOLTS REQUIRED IN BOX BEAM AT THIS

MAY BE FIELD DRILLED. NO �" DIA.

THE �" DIA. HOLE DRILLED IN THE POST

"2

12’-

8

FOR SPECIAL POST ELEVATION, BASE PLATE AND ANCHORAGE DETAILS, SEE BD-RCB4E.







THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE TO THE

DESIGNER/DETAILER:

CONCRETE SINGLE SLOPE BARRIER

TRANSITION TO

BOX BEAM GUIDE RAIL



STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

8"

3’-

6"

8" 10"

1"1"

1"

1"

1’-6"

1"

1"

3"

1"

2"

1"

SECTION A-A

" WASH83

OR SHOULDER

PAVEMENT

TOP OF

8"

2’-

8�

"

1"1"

1"

1"

1’-6"

1"

1"

1"

2"

1"

SECTION B-B

" WASH83

10"

6"

3’-

6"

2’-

10"

1’-

8�

"

IN THE TRANSITION ITEM (TYP).

AND FLAT WASHERS SHALL BE INCLUDED

AND PLACING BOLTS WITH HEX NUTS

GALVANIZED. COST OF FURNISHING

BARRIER). ALL COMPONENTS TO BE

AND 1 SET ON OUTSIDE FACE OF

FLAT WASHERS (1 SET ON INSIDE


�" DIA. GALVANIZED ANCHOR STUDS

SLOPE BARRIER ITEM. (TYP.)

IN THE CONCRETE SINGLE

PLACING SHALL BE INCLUDED

THE COST OF FURNISHING AND

PIPE (ASTM A53 NPS 1" DIA.).

1" DIA. GALVANIZED STEEL

1" DIA. P.V.C. PIPE OR

OR SHOULDER

PAVEMENT

TOP OF

*

*

*

*

1’-

9�

"

1’-

7�

"

2’-7"

1’-1�" 1’-0"

2’-6�"

3" RADIUS

1’-

6�

"

1’-

8�

"

3" RADIUS

1’-0�" 1’-0"

BAR B

10"

MIN. (TYP.)

2"vCOV.

8"

2’-

5"

8�"

1’-

6"

1’-

0�

"

BAR C

1’-2"

3" RADIUS

3" RADIUS

2’-

6"

2’-

7"

3"

1’-

0�

"

4�" RADIUS

1�"

1’-

0"

5"

10"

BD-SS1E OR BD-SS6E.

MAX.


PRESTRESSED CONCRETE I-BEAM OR BULB -TEE SIMILAR



4"

10"

MIN. (TYP.)

2"vCOV.

5"

10"

MAX.


4"

4"

4"

BD-PA3E.

(BAR B)




OR SHOULDER

TOP OF PAVEMENT, APPROACH SLAB

NOT SHOWN

WALL REINFORCEMENTCONSTRUCTION JOINT

OPTIONAL

SUPERSTRUCTURE

FASCIA DEPTH ON

DIMENSION TO MATCH

1’-

6"

2" COV. MIN.

4"

MIN. (TYP.)

2"vCOV.

5"

4"

MAX.


(BAR C)



NOTES:

BAR TYPES

U-WALL


(BAR A)

(BARS D & E)

SEE


MIN.

2"vCOV.

#7(E) BARS (TYP.)

(BARS D & E)

MIN.

2"vCOV.

#7(E) BARS (TYP.)

MAX.

2-#5(E) BARS @ 8" CTRS.

2%

4"

4"

SEE


(BARS D & E)

#7(E) BARS (TYP.)

WHEREVER POSSIBLE.



MIN.

2" COV.

THESE DIMENSIONS WILL NEED TO BE ADJUSTED.

IF THE DECK SLAB THICKNESS EXCEEDS 6",*ALL RADII ARE TO OUTSIDE OF BAR.


NOTE:

10"

10"

1’-

0"

LA

P

1’-

0"

LA

P

1’-

0"

LA

P

EACH BAR.














NOTE "A":

BD-RCB8E

3’-

6"

1’-7�" 1’-7�"

3’-

6"

1’-7�"

3’-

6"



THIS BAR IS TO BE CAST INTO THE

MAX.

2-#5(E) BARS @ 8" CTRS.MAX.

2-#5(E) BARS @ 8" CTRS.




AND N13 FOR BAR TYPES C & E.

DETAILS N14 FOR BAR TYPES A & B, N16 FOR BAR TYPE D,




SELECTION CRITERIA.


DESIGNER NOTES:

BAR A

BAR D BAR E



STATE OF NEW YORK

12/23/14

ISSUED

REVISED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

F-SHAPE SECTIONS


1�"(-0+�")

SEE NOTE "A"

CONSTRUCTION GROOVE


BRIDGE JOINTc



5’-0"

BRIDGE JOINTc

**

BD SHEET

SEE CURRENT JOINT

ELEVATION


SECTION A-A

**A

A

BD SHEET

SEE CURRENT JOINT


UNIFORM ACROSS THE

SPACING SHALL BE

BAR C

2’-

9"

"21

11

1’-5"

1’-5"

"43

8"418

BAR A

6"

BAR B

2’-

3"

6"

5"

(BAR A)

WHEREVER POSSIBLE.



10"

10"

4"

8"

4"

(BARS B & C)

SEE NOTE "A"

#7(E) BARS (TYP.)

MIN.

1’-

0"vL

AP

2%

4"

4"

SEE


5"

MIN. (TYP.)

2"vCOV.

4"

(BARS B & C)

#7(E) BARS (TYP.)

MAX.


10"

10"

4"

5"

MAX.

2-#5(E) BARS @ 6" CTRS.

MIN.

1’-

0"

LA

P

SEE NOTE "A"

6" MIN.

(BAR A)

NOT SHOWN

WALL REINFORCEMENT

CONSTRUCTION JOINT

OPTIONAL

SUPERSTRUCTURE

FASCIA DEPTH ON

DIMENSION TO MATCH

8"

4"

10"

1’-

0"

LA

P

5"

10"

4"

MAX.

2-#5(E) BARS @ 6" CTRS.

SECTION A-A

2"vCOV. MIN. (TYP.) 2"vCOV. MIN. (TYP.)

5"

MAX.


(BAR A)

WHEREVER POSSIBLE.



SEE


MAX.

2-#5(E) BARS @ 6" CTRS.

8"

8"

4"

8"

4"

(BARS B & C)

SEE NOTE "A"

#7(E) BARS (TYP.)

2’-

10"

02’-

0"

LA

P

2’-

0"

LA

P 0

BOX BEAM SHOWN

2" COV. MIN. (TYP)

0

#7(E) BARS (TYP.)

(BARS B & C)

OR SHOULDER

APPROACH SLAB

TOP OF PAVEMENT,


LEG TO BE BENT IN FIELD TO MAINTAIN A 2" MINIMUM COVER AT

DECK CROSS SLOPES OTHER THAN NORMAL CROWN MAY REQUIRE THIS

NOTE "A"

2’-

0"

LA

P

MIN.

1’-

0"vL

AP

MIN.

2" COV.

(TYP.)

2"vCOV. MIN.

3�" COV.

SECTION B-B



NOTE:

APPROPRIATE SECTION A-A.)

IN ADJACENT BOX BEAMS WITH SLAB OR U-WING WALLS REFER TO

(SLAB WITH STEEL GIRDERS SHOWN. FOR REINFORCEMENT ORIGINATING

BAR TYPES

U-WALL


REINFORCEMENT WHENEVER POSSIBLE.


THIS BAR IS TO BE CAST INTO THE




SECTION A-A


NOTE:

BD-RCB9E

BD-PA3E.

BD-SS1E OR BD-SS6E



FOR DETAILS OF TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.

FOR CUT DETAIL OF END CONNECTION, SEE BD-RCB2E.

FOR DETAILS OF END CONNECTION FOR BOX BEAM RAIL, SEE BD-RCB2E.


DESIGNER NOTES:

MAX.

2-#5(E) BARS @ 6" CTRS.

MAX.


BD-SS1E OR BD-SS6ESEE




SECTION A-A


F-SHAPED SECTIONS AND TRANSITION




STATE OF NEW YORK

12/23/14

ISSUED

REVISED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

6"

"4

31’-

5

2’-

10"

"2

12’-

5

1’-4"1’-8"1’-0"1’-0"

6’-0"

#5(E) BARS @ 8"12-#5(E) BARS @ 6"

"2

11’-

7

6" 6"

"4

311

WA

SH

"8

3

PLAN

ELEVATION

4"

CONCRETE BARRIER

END SECTION OF

THE CONCRETE BARRIER ITEM.

FURNISHING AND PLACING SHALL BE INCLUDED IN




GRADE OF ROADWAY)

BARRIER (FOLLOWS

TOP OF CONCRETE

"8

311

"4

13"

87

4

5’-0"

3�" COV.

2" COV.

A

A

B

B

SHOULDER ITEM.

IN THE STABILIZED SHOULDER. PAYMENT WILL BE MADE UNDER STABILIZED

PAVE THE OPTIONAL ASPHALT MOWING STRIP WITH THE SAME MATERIAL AS

NOTE "C":



NOTE "B":



NOTE "A":

NOTES:

4’-

0"

1’-0"1’-0"1’-8"1’-4" S3 x 5.7 TRANSITION POSTS

3’-0"


" (BOTTOM RAIL)217



2’-

0"

5"

CONCRETE BARRIER

1’-

3"2’-

3"




9" MEASURED FROM THE ELEVATIONA

AB

B

CONCRETE BARRIER





6" 6"


25’-0"

PARALLEL TO GRADE

BEGIN RUN OF BOX BEAM23’-0" TRANSITION TO MOUNTING HEIGHT


6"

PLAN

ELEVATION

SEE DESIGNER NOTE(SEE NOTE "D")

SHELF ANGLE (TYP.)

BOX BEAM (SEE NOTE "B")

END CONNECTION FOR




CURB LINE

SEE NOTE "A"

(SEE NOTE "B")

SHELF ANGLE

OR SHOULDER

TOP OF PAVEMENT



HEAVY POSTS

FOR BOX BEAMS

END CONNECTIONS

EXPANSION SPLICE ASSEMBLYc





5’-0"

"2

12’-

8

"4

31’-

8

(SEE NOTE

"A")

9’-0"

BARRIER END SECTION

ISOMETRIC OF CONCRETE F-SHAPE



FOR TYPICAL RAIL TO POST CONNECTION, SEE BD-RCB3E.





THE DESIGNER SHALL CHECK THE CLEARANCE FROM SUBSTRUCTURE TO THE

DESIGN/DETAILER:

CONCRETE F-SHAPE BARRIER

TRANSITION TO

BOX BEAM GUIDE RAIL

(IN BRIDGE ESTIMATE)


THIS POST ONLY.

AND THE BLOCKOUTS ON

BETWEEN THE BOX BEAM

NO BOLT IS REQUIRED

ASSEMBLY (BOTTOM RAIL)

OF TURN BACK SPLICEc

" (BOTTOM RAIL)217HWY. MOUNTING HEIGHT

TO SPLICE TO MEET

SLOPED FROM SPLICE

6 SPACES @ 3’-0" = 18’-0"

4 SPACES @ 2’-0" = 8’-0"

(HEAVY POSTS)

3 SPACES @ 2’-0" = 6’-0"

2’-0"

6’-0"

BD-RCB10E

(SEE NOTE "C")


OPTIONAL (HOT-MIX ASPHALT)

2’-

0"

THE BOX BEAM AT THIS POST ONLY.

FIELD DRILLED. NO �" DIA. BOLTS REQUIRED IN


"4

12



STATE OF NEW YORK

12/23/14

ISSUED

REVISED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

"211’-7

3’-

6"

2’-

8"

7"

1’-

0"

"211

2"3"

1"

1"1"

1"

�"

WA

SH

"2

11

"2

11

SHOWN FOR CLARITY.

REINFORCEMENT NOT

NOTE:SECTION A-A

"874

OR SHOULDER

TOP OF PAVEMENT

3�"

11�"

SECTION B-B

"211’-7

�"

WA

SH

"874

1" 1"

3’-

6"

1"

1"

"2

12’-

8

3"

6"

"4

31’-

8

10"

�"

WA

SH

2’-

10"

"211

SHOWN FOR CLARITY.

CHAMFERS AT END OF BARRIER, NOT

NOTE:

OR SHOULDER

TOP OF PAVEMENT

BOX BEAM

6"xv6"xv�"

THE TRANSITION ITEM (TYP.)

WASHERS SHALL BE INCLUDED IN

BOLTS WITH HEX NUTS AND FLAT

COST OF FURNISHING AND PLACING

ALL COMPONENTS TO BE GALVANIZED.

1 ON OUTSIDE FACE OF BARRIER).

FLAT WASHERS (1 ON INSIDE &


�" DIA. GALV. ANCHOR STUDS

BARRIER ITEM.

BE INCLUDED IN THE CONCRETE

FURNISHING AND PLACING SHALL

A53 NPS 1" DIA.) THE COST OF

DIA. GALVANIZED STEEL PIPE (ASTM

1" DIA. P.V.C. PIPE OR 1"

3�"

11�"

10"

3’-

4"

10"

"B" DETAILv"B"

6"

"E"

2" 1’-0" 6"

2"

2’-

9"

2’-

3"

1’-0"

6"

BAR B

BAR E

5"NOMINAL WIDTH OF SIDEWALK

6"

"E"

2" 1’-0"

6"

2"

3’-

9"

BAR CBAR A

8�"

8�"

1’-5"

1’-5"

(BARS B & D)

LEVEL

11"

3

SP

AC

ES

@ 9"

10"

LEVEL

3’-

5�

"

WA

SH

�"

"D"

"D"

(TYP.)

2" COV.

CO

V.

MIN.

1�

"

0

MAX.


SEE

FOR SIDEWALK REINFORCEMENT

#6(E) BARS @ 8" CTRS. MAX.

(BAR A)

BAR D

DETAILv"A"




TRANSVERSE BAR WHEREVER POSSIBLE

THIS BAR TO BE TIED TO THE BOTTOM SEE


#6(E) BARS @ 8" CTRS. MAX. (BAR A)

I-BEAM OR BULB-TEE SIMILAR



2" COV.

MIN.

2" COV.

SEE


OVERHANG

DIMENSION BASED ON

DESIGNER TO PROVIDE

3

SP

AC

ES

@ 9"

11"

(TYP.)

2" COV.

6"

9"

CURB ITEM.

TO BE INCLUDED IN

CONCRETE BACKING

3"

SHOULDER

PVMT. OR

TOP OF

1"

vu1’-

4"

WALL


3"

1’-6"

"A"

4’-

2"

EM

BE

DM

EN

T

1’-

0"

3’-

5�

"

WA

SH

�"10"

DETAIL "A"

DETAILv"B"

NOT SHOWN.

WALL REINFORCEMENT

NOTE:

(BARS B & D) (BARS C & D)


SLOPE 2% SLOPE 2%

CO

V.

MIN.

1�

"

0

GRANITE CURB

STONE CURB (TYPE F1)GRANITE CURB

STONE CURB (TYPE F1)

GRANITE CURB


REINFORCEMENT WHEREVER POSSIBLE

PRESTRESSED UNIT AND TIED TO BEAM


CO

V.

MIN.

1�

"

*

TYP.

2"#5(E) BARS @ 12" (MAX.)

*

6"

1’-

0"

LA

P

5"

DETAILv"B"

SLOPE 2%

11"

(TYP.)

2" COV.

6"

2" 2’-

0"

LA

P

MIN.

DETAILv"A"

3’-

5�

"

WA

SH

�"

2’-

0"

LA

P

MIN.

2"

3’-

4"

10"

"B"

11"

3

SP

AC

ES

@ 9"

MIN.

1’-

0"

LA

P

MIN.

1’-

0"

LA

P

2"

3�" vMIN.

2"

BAR TYPES

0"

0"

MIN.

4"

9"

(BAR E)

(BD-SS1E)

1’-9�"

**



NOTE:

5"

5"

MAX. (LAPPED)

2-#5(E) BARS @ 8" CTRS.

MAX. (LAPPED)

2-#5(E) BARS @ 8" CTRS.

MAX. (LAPPED)

2-#5(E) BARS @ 8" CTRS.


EACH BAR.














NOTE "A":



NOTE:

(BD-SS1E OR BD-SS6E)

(BD-PA3E)

BD-RCB11E

SEE


(BD-SS1E)

FOR DECKS WITH CROSS SLOPES OTHER THAN 2%.

SLOPE OF THE DECK. THEY MUST BE RECALCULATED

THESE DIMENSIONS ARE BASED ON A 2% CROSS






APPROXIMATELY ONE THIRD OF THE SIDEWALK WIDTH.

EACH BRIDGE AT EACH INDIVIDUAL FASCIA. "E" IS TO BE

"B" AND "D" DIMENSIONS MUST BE CALCULATED FOR

SLAB.

CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE

"A" DIMENSION MUST BE CALCULATED FOR INDIVIDUAL BRIDGE,

SEE BD-MS4E.

FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPES A AND F1,


SELECTION CRITERIA.


DESIGNER NOTES:

(TYPICAL)

5(E) BARS

(TYPICAL)

5(E) BARS

(TYPICAL)

5(E) BARS

VERTICAL FACED PARAPET SECTIONS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1"

1"

1"

DETAIL "B"DETAIL "A"

1"

1" 1"

1" W

AS

H

�"

1�"(-0+�")


UNIFORM ACROSS THE

SPACING SHALL BE


BRIDGE JOINTc



5’-0"

BRIDGE JOINTc

**

BD SHEET

SEE CURRENT JOINT

ELEVATION


SECTION A-A

**A

A

NOTE "A"

GROOVE, SEE

CONSTRUCTION

BD SHEET

SEE CURRENT JOINT

4’-

0"


3’-0"


" (BOTTOM RAIL)217



2’-

0"

CURB LINE

1’-

3"

2’-

3"


A

ASEE NOTE "A"

(SEE NOTE "B")

SHELF ANGLE



MOUNTING HEIGHT

SLOPED TO MEET HWY.

HEAVY POSTS



(SEE NOTE

"A")

9’-0"

PARALLEL TO GRADE

BEGIN RUN OF BOX BEAM

25’-0" TRANSITION TO MOUNTING HEIGHT





SHELF ANGLE (TYP.)

HEAVY POST

6 SPACES @ 3’-0" = 18’-0"

4 SPACES @ 2’-0" = 8’-0"

3 SPACES @ 2’-0" = 6’-0"

2’-0"

PARAPET

JOINT, AS REQUIRED

3’-

6"

6"

10"

1’-

0"

ELEVATION

PLAN

BOX BEAM TRANSITION TO CONCRETE PARAPET

STONE CURB

PARAPET

SIDEWALK

SIDEWALK

** **

(BOTTOM RAIL)

7�"



TURN BACK SPLICEc

FIXED SPLICE TUBE




WASH AT TOP OF PARAPET

WARP SLOPE TO MATCH

STONE CURB

1vONv12

SHOULDER OR SIDEWALK

TOP OF PAVEMENT,


ANCHORAGE DETAILS, SEE BD-RCB4E.

FOR SPECIAL POST ELEVATION, BASE PLATE AND


SEE CURRENT BD-AD SERIES SHEETS.

FOR CURB AND SHOULDER TREATMENT DETAILS,




REQUIRE THE SPECIAL POST DETAIL, SEE BD-RCB4E

SUBSTRUCTURE TO THE FIRST HEAVY POST. THIS POST MAY

THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE

DESIGNER/DETAILER:

BD-RCB12E

(SEE NOTE "C")


OPTIONAL (HOT-vMIX ASPHALT)

PAYMENT WILL BE MADE UNDER STABILIZED SHOULDER ITEM.

STRIP WITH THE SAME MATERIAL AS IN THE STABILIZED SHOULDER.

PAVE THE OPTIONAL (HOT-vMIX ASPHALT) VEGETATION CONTROL

NOTE "C":

HIGHWAY STANDARD SHEET TITLED "BOX BEAM GUIDE RAIL".

SEE TYPICAL RAIL TO POST CONNECTION DETAIL ON CURRENT

NOTE "B":

TRANSITION ITEM.

TUBE FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE

THE COST OF THE POSTS, SPLICE TUBE AND RAIL FOR THE LOWER

NOTE "A":

NOTES:

BOX BEAM AT THIS POST ONLY.

FIELD DRILLED. NO �" DIA. BOLTS REQUIRED IN


FACED CONCRETE PARAPET

PAY LIMIT FOR VERTICAL

ROADWAYS WITH DESIGN SPEEDS OVER 50 MPH.

THIS TRANSITION SHOULD NOT BE USED FOR

NOTE:

TO VERTICAL FACED CONCRETE PARAPET

BOX BEAM GUIDE RAIL TRANSITION



STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

8"

A

A

�

4�"

6"2’-0"

ELEVATION OF END CONNECTION

*

*

1�"

Q TYP.

#5 BARS 2’-0" LONG

HEAVY POST

TOP OF SIDEWALKIS ANTICIPATED).

MORE THAN 1�" OF EXPANSION

AT 68°F (INCREASE DIMENSIONS IF

6"vxv6"vxv�" TUBE

ANCHOR PLATE

10"xv1"xv2’-1" LONG

BELOW THE NUT TO BE DAMAGED A.O.B.E. (TYP.)

NUT T0 BE FINGER TIGHT AND THE FIRST THREAD

STANDARD WASHERS & SPRING LOCK WASHERS.

�" DIA. BOLTS, 7�" (A325, TYPE 1) WITH

*

SECTION A-A

10"

2’-

10" 2’-

1"

�"

5"

5"

5"

5"

"2

12

"2

12

2’-

9"

3"

4"

3"

WA

SH

"2

1

5"

1’-

1"

5"

"4

11

PLATE (TYP.)

ON PARAPET SIDE OF


SIDEWALK

TOP OF

ANCHOR PLATE

10"xv1"xv2’-1" LONG

SEE DETAIL "A"

TYP.�

10"

�"

DETAIL "A"

�"

(TYP.)

1"

(TY

P.)

1"

3"

�

QTYP.

AND EDGE OF PLATE

FACE OF PARAPET

ANCHOR PLATE

10"xv1"xv2’-1" LONGCONNECTION TUBE DETAIL

TUBE 1’-6" LONG, SEE

5"xv5"xv�" CONNECTION

OF SLOTTED HOLEc

FILL PLATE

4"x1/2"x1’-5" LONG

1’-6"

2�

"

CONNECTION TUBE DETAIL

PLAN

TYP.

�"�"

**

**

MORE THAN 3".

IF TOTAL MOVEMENT IS

INCREASE THIS DIMENSION

5"xv5"xv�" TUBEDETAIL "A"

SECTION A-A AND

ANCHOR PLATE, SEE

WELD THIS END TO

FILL PLATE (TYP.)

4"xv�"xv1’-5" LONG

4" 4"

2"

5"xv5"xv�" TUBE111

IN TOP AND BOTTOM OF111

1"xv4" HORIZONTAL SLOT111 v2-8�

2�" 5�"

HEAVY POST

4’-

0"

3’-0"

1’-0"

" (BOTTOM RAIL)217

(SEE NOTE

"A")

9’-0"

FACE OF CURB

SID

EW

AL

K

10’-

0"

10"

1’-

0"

2’-3"

(HIGHWAY ESTIMATE)

PAY LIMIT FOR BOX BEAM GUIDE RAIL

2’-0"

3’-

6"

6"

2’-0"

1’-

4"

2’-

8"

15’-0"

"217

HIGHWAY POST SPACING

PARAPET

SEE DESIGNER NOTE

BEAM AND THE BLOCKOUTS ON THIS POST ONLY.

NO BOLT IS REQUIRED BETWEEN THE BOX

FOR ANGLE, SEE TABLE "A"


IN THE PRICE BID FOR

POST TO BE INCLUDED

THE COST OF THIS

OF FLARE SPLICE ASSEMBLYc

OF FLARE SPLICE ASSEMBLYc

S3 x 5.7 STANDARD HIGHWAY POSTS

STONE CURB

SIDEWALK




TURN BACK SPLICEc

PLAN

(TOP RAIL)

FIXED SPLICE ASSEMBLYc

SPLICE ASSEMBLY

SEE FLARE

(SEE NOTE "B")

SHELF ANGLE

3 SPACES @ 2’-0"v=v6’-0"

4 SPACES @ 2’-0"v=v8’-0"

GALVANIZED BOX BEAM

6" x 6" x �"

SPLICE ASSEMBLY

SEE FLARE

SIDEWALK

TOP OF

HEAVY POST

ELEVATION

S3vxv5.7 TRANSITION POSTS

S3vxv5.7 STANDARD HIGHWAY POSTS AND VALUES FROM TABLE "A".

DEPENDS ON DESIGN SPEED, SIDEWALK WIDTH

NOTE "X":

M.P.H. ANGLE

60

50

UNDER

40 AND

3.4°

4.0°

5.2°

TABLE A




SEE NOTE "X"

"X" SPACES @ 3’-0"


8 SPACES @ 3’-0" = 24’-0"

(BRIDGE ESTIMATE)

PAY LIMIT FOR CONCRETE BARRIER TO HIGHWAY BOX BEAM TRANSITION

2’-

3"

1’-

3"

BD-RCB13E

SEE BD-RCB4E.

FOR SPECIAL POST ELEVATION, BASE PLATE AND ANCHORAGE DETAILS,


SERIES SHEETS.

FOR CURB AND SHOULDER TREATMENT DETAILS, SEE CURRENT BD-AD




POST DETAIL, SEE BD-RCB4E.

TO THE FIRST HEAVY POST. THIS POST MAY REQUIRE THE SPECIAL

THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE

DESIGNER/DETAILER:

CONTROL STRIP (SEE NOTE "C")

OPTIONAL (HOT-vMIX ASPHALT) VEGETATION

AND FILL PLATES.

ON THE ADJOINING SURFACES OF THE BOX BEAM RAILS, SPLICE TUBES

PROTRUSIONS CAUSED BY WELDING OR GALVANIZING ARE NOT PERMITTED

NOTE "D"

MADE UNDER STABILIZED SHOULDER ITEM.

THE SAME MATERIAL AS IN THE STABILIZED SHOULDER. PAYMENT WILL BE

PAVE THE OPTIONAL (HOT-vMIX ASPHALT) VEGETATION CONTROL STRIP WITH

NOTE "C":

STANDARD SHEET TITLED "BOX BEAM GUIDE RAIL".


NOTE "B":

ITEM.

FLARE SECTION IS INCLUDED IN THE PRICE BID FOR THE TRANSITION


NOTE "A":

NOTES:

(SIDEWALK CONTINUES ON APPROACHES)

BOX BEAM FLARED TRANSITION TO CONCRETE PARAPET

2’-

0"

BEAM AT THIS POST ONLY.

FIELD DRILLED. NO �" BOLTS REQUIRED IN BOX


PAY LIMIT FOR

CONCRETE PARAPET

VERTICAL FACED

IS ADDED AT THE CURB.

DESIGN SPEEDS OVER 50 MPH UNLESS A STEEL BRIDGE RAILING

THIS TRANSITION SHOULD NOT BE USED FOR ROADWAYS WITH

NOTE:

VERTICAL FACED CONCRETE PARAPET

FLARED TRANSITION TO

BOX BEAM GUIDE RAIL



STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

6"xv6"xv�" TUBE

SEE NOTE "D"

SEE TABLE Av

(TYP.)

6"

(TYP.)

5"

TUBE DETAIL

SEE FLARE SPLICE

FLARE SPLICE ASSEMBLY

3"

(TYP.)

�"

BELOW THE NUT TO BE DAMAGED A.O.B.E. (TYP.)

THEN NUT TO BE TIGHT AND THE FIRST THREAD

AND HEAVY HEX NUT. BOLT TO BE TIGHT,

(ASTM A325, TYPE 1), TWO FLAT WASHERS

�" DIA. BOLT 7�" LONG,

FLARE SPLICE TUBE DETAIL

M

n45

SEE TABLE Av

5"

6" 5"

PLAN

ELEVATION

� 2

SEE NOTE "D"

� 2-9

v

(TYP.)

HOLE IN TOP OF TUBE

OF 1�" DIA.c

FILL PLATES (TYP.)

4"vxv�"vxv9�"

TUBE x 2’-3" LONG

5"vxvv5"vxvv�" GALVANIZED

FILL PLATE

4"vxvv�"vxvv9�"

NOTE "D"

SEE

(TYP.)

1’-1�"

v

2�"� 2

B-U2a-GF

FOR �" DIA. BOLT.

OF TUBE AND FILL PLATE

DIA. HOLES. DRILL BOTTOM

OF 1�"cTOP OF TUBE -

FILL PLATE FOR �" DIA. BOLT

DRILL BOTTOM OF TUBE AND

1" 1"


10"

1’-0"

2’-

0"

LA

P (M

IN.)3’-

6"

8"

"B"

LEVEL

7"

GRANITE CURB


6"

"E"

2" 1’-0" 6"

2"




2’-

8"

3’-

0"

3’-

4"

1’-

5"

"4

11’-

6

"4

19

1’-0"

6" 6"

6"

6" 6"

BAR C BAR D BAR E

BAR A BAR B BAR F

1’-0" 1’-0"

1" 1"


10"

1’-0"

LEVEL

7"

GRANITE CURB


6"

"E"

2" 1’-0"

2"

SLOPE 2% SLOPE 2%

3’-

6"

8"

5-#5(E) BARS

6" MAX.

4" MIN.

VARIES

"D"

"D"




1" 1"


10"

1’-0"

2’-

0"

LA

P (M

IN.)

(3’-10" LONGITUDINAL LAP)

2-#7(E) BARS


2-#5(E) BARS

HAIRPIN BARS (BARS C & E)

SHOWN IN ELEVATION, TWO

#5(E) BARS SPACED AS

8"

GRANITE CURB

STONE CURB (TYPE A)

6"

SLOPE 2%

1’-

4"

3"

2"

MIN.

5"

1"

EM

BE

DM

EN

T

1’-

0"

MIN.

"A"

3’-

6"

2" 2"

2"

WALL


1’-6"


NOT SHOWN

WALL REINFORCEMENT

OR SHOULDER

TOP OF PVM’T.

CURB ITEM

TO BE INCLUDED IN

CONCRETE BACKING11"

(TYP.)

2" COV.

(TYP.)

2" COV.

(TYP.)

2" COV.

BE MODIFIED FOR OTHER DECK CROSS SLOPES.

CROWN DECK CROSS SLOPE, IT WILL NEED TO

** THIS DIMENSION IS BASED ON A NORMAL

PRESTRESSED SLAB UNIT STRUCTURES ONLY).


THE DECK SLAB THICKNESS EXCEEDS 6"

WIDTHS. IT WILL ALSO NEED TO BE MODIFIED IF

FOR OTHER DECK CROSS SLOPES AND SIDEWALK

WIDTH OF 5’-2", IT WILL NEED TO BE MODIFIED

DECK CROSS SLOPE AND A NOMINAL SIDEWALK

* THIS DIMENSION IS BASED ON A NORMAL CROWN

HAIRPIN BARS)

SHOWN IN ELEVATION, (TWO


SEE


2-#5(E) BARS

2’-

0"

LA

P

MIN.

SEE DETAIL "A"

6" MIN. THICKNESS

6"

#5(E) AS SHOWN

CTRS. MAX.

#5(E) BARS @ 8"

(BAR A)

MIN.

4"

2-#7(E) BARS


MAX.


(BAR F)

SEE


SEE


MAX.


(BAR F)

SEE



(BARS C & E)


HAIRPIN BARS)

SHOWN IN ELEVATION, (TWO


2-#7(E) BARS


(BARS C & E)

2-#5(E) BARS

SEE DETAIL "A"2" COV.

1�" COV. 1�" COV.

1�" COV.LEVEL

#5(E) BARS @ 12" (MAX.)

8"2" COV. (MIN.)

H1

&

H2

H1

&

H2

R=3"R=3"

PROTECTED REINFORCEMENT MAY BE SUBSITITUTED.


NOTE:

BD-RCB14E

#5(E) BARS @ 8" CTRS. MAX.

(BAR A)


THE BAR TYPES DIAGRAM IS SHOWN FOR INFORMATIONAL PURPOSES

LAP LENGTH FOR BARRIER LONGITUDINAL BARS AS SHOWN.

FOR BAR TYPES A & B MAY BE DIFFERENT AT EACH FASCIA.


DETAIL N15 FOR BAR TYPES A & B.


APPROXIMATELY ONE THIRD OF THE SIDEWALK WIDTH.

BRIDGE AT THE INDIVIDUAL FASCIA. "E" IS TO BE

"B" AND "D" DIMENSIONS MUST BE CALCULATED FOR EACH

SLAB.

CHAMFER SHALL MATCH THE BOTTOM OF THE SUPERSTRUCTURE

"A" DIMENSIONS MUST BE CALCULATED FOR INDIVIDUAL BRIDGE.

TYPE F1, SEE BD-MS4E.

FOR DETAIL OF ANCHOR BAR AND STONE CURB TYPE A AND


SELECTION CRITERIA.


DESIGNER NOTES:

BD-SS1E

BD-SS1E OR BD-SS6E

BD-SS1E

BD-PA3E

REINFORCEMENT SECTIONS

TEXAS AESTHETICS BARRIER




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1"

1"

1"

DETAIL "A"

SECTION A-A

EXTERIOR ELEVATION

PILASTER OVER EXPANSION JOINT ELEVATION

EXTERIOR ELEVATION

INTERMEDIATE PILASTER

A A

B B

C

C

1" 1" 1"

1�

"

1�

"

1"

1"

1�"

1’-3"

1"

1�"

2’-4"

2’-10"

3" 3"

2"vCOVERv(TYP.)

2"v(

TY

P.)

1"v(

TY

P.)

(TYP.)

6�"

4"v(

TY

P.)

vOFvPILASTERc

SEEvDESIGNERvNOTEv5

5(E)vLONGITUDINAL BARS

5(E)v@v8"v(ORIG. IN SLAB)

5(E) (SPACED AS SHOWN)

5(E)v@v8"v(ORIG. IN SLAB)


2"vCOVERv(TYP.)

4"v(

TY

P.)

SEEvDESIGNERvNOTEv5 7(E)vLONGITUDINAL BARS

vOFvPILASTERc

ROADWAY FACE

SEEvDETAILv"A"

2"vC

OV

ERv(

TY

P.)

SEEvDESIGNERvNOTEv5 SEEvDESIGNERvNOTEv5

6"vMAX.v(TYP.)

1"

1"

1�"

2’-10"

6"6"

3" 3"

1’-

0"

1" 1" 1"

1�

"

1�

"

1"

1’-3�"

6"

6�"

1"

1�"

1"

1"

1�"1�"

ROADWAY FACE

6"vMAX.v(TYP.)

SEEvDETAILv"A"v(TYP.)

EDGE OF SLAB

4"

SECTION B-B

2"vC

OV

ERv(

TY

P.)

SEE DESIGNER NOTE 5

1’-0"

10"

3’-

6"

4"

4"

2"

1"

1"

1"

1"

1"

1"

2�

"

1"

2�

"

EDGE OF SLAB

1�" CHAMFERv(TYP.)

TOP OF SIDEWALK

SECTION C-C

9"

6"

4"

(TY

P.)vA

LLvP

AN

EL

S

2’-

0"

AL

LvP

AN

EL

S

9"v(

TY

P.)

AL

LvP

AN

EL

S

9"v(

TY

P.)

8"R

8"R

6�

"

5(E)vBARSv(SPACED AS SHOWN)


BD-RCB15E

3"R

2"vCOVERv(TYP.)

MATCH LINE

vMORE CLOSELY SPACED AT THE DESIGNERS DISCRETION.

vTHE PRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE

vREQUIRED AT THE ONE-FIFTH POINTS FOR SINGLE SPANS GREATER THAN 150’-0" LONG.

vTHAN 100’-0" AND LESS THAN OR EQUAL TO 150’-0". INTERMEDIATE PILASTERS ARE

vPILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS FOR SINGLE SPANS GREATER

vFOR SPANS GREATER THAN 50’-0" AND LESS THAN OR EQUAL TO 100’-0". INTERMEDIATE

vTHAN OR EQUAL TO 50’-0". AN INTERMEDIATE PILASTER IS REQUIRED AT THE MID-POINT

2. FOR SINGLE SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED FOR SPANS LESS

1. REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE RAILING SELECTION CRITERIA.

DESIGNER NOTES FOR TEXAS BARRIER:

vEXPANSION JOINT.

4. PILASTERS ARE REQUIRED AT ALL PIER LOCATIONS THAT HAVE A TRANSVERSE

vMORE CLOSELY SPACED AT THE DESIGNERS DISCRETION.

vPRECEDING ARE MINIMUM REQUIREMENTS. INTERMEDIATE PILASTERS MAY BE

vABUTMENT PILASTERS AND/OR PIER PILASTERS IS GREATER THAN 150’-0". THE

vARE REQUIRED AT THE ONE-FIFTH POINTS WHEN THE DISTANCE BETWEEN THE

vIS GREATER THAN 100’-0" AND LESS THAN 150’-0" APART. INTERMEDIATE PILASTERS

vWHEN THE DISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS

vTHAN 100’-0". INTERMEDIATE PILASTERS ARE REQUIRED AT THE ONE-THIRD POINTS

vDISTANCE BETWEEN THE ABUTMENT PILASTERS AND/OR PIER PILASTERS IS LESS

3. FOR CONTINUOUS SPANS, INTERMEDIATE PILASTERS ARE NOT REQUIRED WHEN THE

vTHE DESIGNER SHALL DETAIL A SPECIAL PILASTER AND COVER PLATE SIMILAR TO BD-JM12E.

9. EXPANSION JOINT OPENINGS GREATER THAN 2" SHALL REQUIRE A STEEL COVER PLATE.

vUSED AT THE DESIGNERS DISCRETION.

8. THE PANELS ARE SHOWN AS OPEN. CLOSED PANELS ARE NOT SHOWN, BUT MAY BE

vSURFACE MAINTAINED).

7. THIS BARRIER MAY BE USED WITHOUT A SIDEWALK (3’-6" HEIGHT ABOVE ROADWAY

vPOSSIBLE.

6. NUMBER AND SPACING OF WINDOWS SHALL BE EQUAL BETWEEN PILASTERS WHENEVER

vSHALL BE A MINIMUM OF 6" AND A MAXIMUM OF 1’-4".

5. THE DISTANCE FROM THE EDGE OF ANY PILASTER TO THE EDGE OF THE FIRST PANEL

D

D

VIEW D-D TYPE A

PREFERRED PANEL DETAIL

ELEVATIONS AND DETAILS

TEXAS AESTHETIC SECTIONS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

MATCH LINE

TYPE C

OPTIONAL PANEL DETAIL

TYPE B

OPTIONAL PANEL DETAIL

MATCH LINE

DETAIL "A"

2’-4"3"

2’-10"2’-0"1’-6"

1"

1"

1" 2"

4"

3"

1’-4" MAX.6" MIN.

*

6"

6"vxv6"vxv�" TUBE (TYP.)

HEAVY POST

2’-0"

1�"

"214*

�TYP.

A

A

ANTICIPATED).

MORE THAN 1�" OF EXPANSION IS

F (INCREASE DIMENSION IFn* AT 68

(LOOKING AT THE ROADWAY FACE OF THE BARRIER)

ABUTMENT PILASTER INTERIOR ELEVATION

3"

1"

THE VERTICAL LEGS VARY

BAR BENDING TYPE A, EXCEPT

THESE BARS ARE SIMILAR TO

2’-10"2’-0"

2’-4"

#5(E) BARS SPACED @ 6" MAX.

#7(E) BARS

3"

2" (T

YP.)

1" (T

YP.)

BCC

�

2-#5(E) BARS

#5(E) BARS @ 8" (FROM SLAB)

#5(E) BARS SPACED @ 6" MAX.

ABUTMENT PILASTER REINFORCEMENT ELEVATION

2’-4"

8"6"6"8" 3" "211

1"

1’-4" MAX.6" MIN.

1"

3"

2"

#5(E) BARS SPACE @ 6" MAX.

1’-

2"

1"

1"

1"

"2

11

1"

"2

11

11"6"6"3’-0"

2"

CO

V.

1"

1’-

0"

4"

4"

4"

�

TYP.

TYP.ROADWAY FACE

EDGE OF SLAB

SECTION B-B

3’-

6"

"2

12’-

8

5"

5"

5"

5"

"2

12

"2

12

1"

4"4"4"

1"

2’-

1"

5"

1’-

1"

5"

1�

"�

"

2"

SEE DETAIL "A"

TOP OF SIDEWALK

1’-0"

N A-ASECTION A-ASECTIO

SEE BD-RCB14E.

FOR BARRIER SECTIONS AND BAR BENDING TYPES,

FOR ADDITIONAL DESIGNER NOTES, SEE BD-RCB15E.

REQUIRE THE SPECIAL POST DETAIL SHOWN ON BD-RCB4E.

SUBSTRUCTURE TO THE FIRST HEAVY POST. THIS POST MAY

THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE

DESIGNER NOTES:

PROTECTED REINFORCEMENT MAY BE SUBSTITUTED.(E) DENOTES EPOXY COATED BARS. OTHER TYPES OF CORROSION

NOTE:

2"

CO

V.

ROADWAY FACE

�TYP.

8"

(IN BRIDGE ESTIMATE)


OF TRANSITION TO VERTICAL PARAPET

SEE BD-RCB12E OR BD-RCB13E FOR DETAILS

BD-RCB16E

SIDEWALK CONTINUES OFF BRIDGE).

TOP OF SIDEWALK (SEE BD-RCB13E IF

DAMAGED A.O.B.E.

THE FIRST THREAD BELOW THE NUT TO BE

WASHERS, NUT TO BE FINGER TIGHT AND

WITH STANDARD WASHERS & SPRING LOCK

�" DIA. BOLTS, 7�" (ASTM A 325, TYPEv1)

ANCHOR PLATE

1’-0"xv1"xv2’-1"




PLATE (TYP.)

ON PARAPET SIDE OF


B

*

END TREATMENT DETAILS

TEXAS AESTHETICS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

"432

1" (T

YP.)

1" (TYP.)

1’-0"

OF SLOTTED HOLEc

AND EDGE OF PLATE

FACE OF PARAPET

"4

3

"41

�

DETAIL "A"

TYP.

FILL PLATE



TUBE 1’-6" LONG, SEE

5"xv5"xv5/16" CONNECTION

ANCHOR PLATE

1’-0"xv1"xv2’-1"

4""215 2" "2

124"

1’-6"

"4

32

"21 "2

1

2-8�TYP.

AND DETAIL "A"

PLATE. SEE SECTION A-A

WELD THIS END TO ANCHOR

*

* *

*

TOP AND BOTTOM OF 5"xv5"xv�" TUBE

1"xv4" HORIZONTAL SLOT IN

FILL PLATE


5"xv5"xv�" TUBE

PLAN VIEW


(SHOWING SLOPE AND FLARE)

END OF CONCRETE BARRIER

SHOULDER MATERIAL ITEM (HWY. EST.).

IN THE STABILIZED SHOULDER. PAYMENT WILL BE MADE UNDER

NOTE "A": PAVE THIS AREA WITH THE SAME MATERIAL USED


(E) DENOTES EPOXY COATED BAR. OTHER TYPES OF CORROSION

NOTES:

FOR ADDITIONAL DIMENSIONS AND DETAILS, SEE BD-RCB18E.

MODIFIED TO ACCOMMODATE THE REQUIRED END FLARE.

THE DETAILS FOR THE SELECTED CONCRETE BARRIER TRANSITION MUST BE

THRIE BEAM ATTACHES SIMILARLY TO OTHER CONCRETE BARRIER TYPES.

SINGLE SLOPE CONCRETE BARRIER SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.

AS SHOWN ON BD-RCB4E.

THE FIRST HEAVY POST. THIS POST MAY REQUIRE A SPECIAL POST DETAIL

THE DESIGNER SHALL CHECK THE CLEARANCE FROM THE SUBSTRUCTURE TO

DESIGNER/DETAILER:

BD-RCB17E

CORRUGATED BEAM RAILING

THRIE BEAM TRANSITION TO




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

2’-

11"

�"

1’-

8"

POST ELEVATION

SECTION A-A

2v(MIN.)

1

(TYPE A)

STONE CURB

SQUARE NECK BOLT

STEEL ROUND HEAD

OF �" DIA. GALV.c

2"

2’-0"

NUTS/WASHERS

GRADE A) BOLTS AND

OF �" DIA. (ASTM A307,c

INDICATED IN ELEVATION

BEAM 13’-6�" LONG, PLACED AS

AND BACK UP SECTION OF THRIE

CONTINUOUS NESTED THRIE BEAM

POST

HEAVY

W6vxv9

W8vxv15 BLOCKOUT

7’-

0"

(SEE NOTE "A")

CONTROL STRIP

ASPHALT) VEGETATION

OPTIONAL (HOT-vMIX

2’-0"

SEE DESIGNER NOTE

5 SPACES @ 1’-6�" = 7’-9�"

20’-7�" PAY LIMIT FOR TRANSITION CONCRETE BARRIER TO CORRUGATED BEAM GUIDE RAIL (IN BRIDGE ESTIMATE)

W6vxv9 POSTS AND W8vxv15 BLOCKOUTS

2’-

0"

3 SPACES @ 3’-1�" = 9’-4�"

2’-4�"

4’-0"

1’-6"

1’-0�"

BARRIER ITEM (TYP.).

AND PLACING SHALL BE INCLUDED IN THE CONCRETE

(ASTM A53, NPS 1" DIA.). THE COST OF FURNISHING

1" DIA. P.V.C. OR 1" DIA. GALVANIZED STEEL PIPE

CONCRETE BARRIER

PLANCURB LINE




(BRIDGE ESTIMATE)


3�

"

W6vxv9 HIGHWAY POST

2’-

11"3’-

6"

6"

5 SPACES @ 1’-6�" = 7’-9�"

4’-0"

3 SPACES @ 3’-1�" = 9’-4�"

20’-7�" PAY LIMIT FOR TRANSITION CONCRETE BARRIER TO CORRUGATED BEAM GUIDE RAIL (IN BRIDGE ESTIMATE)

W6vxv9 POSTS AND W8vxv15 BLOCKOUTS1’-0�"

TRANSITION

CONCRETE BARRIER

CURB CONFIGURATIONS.

SHEETS FOR ALTERNATE

AND APPROACH DETAIL

SEE SHOULDER DRAINAGE

TWO SECTIONS OF 12 GAUGE THRIE BEAM (ONE NESTED INSIDE THE OTHER)

ELEVATION

CONCRETE BARRIER TRANSITION TO CORRUGATED BEAM GUIDE RAILING

OR SHOULDER

PAVEMENT

TOP OF

ONE TRANSITION SECTION 12 GAUGE

7’-3�"

SQUARE WASHER

BEAM GUIDE RAILING

OF CORRUGATEDc

FOR THE TRANSITION ITEM.

INCLUDED IN THE PRICE BID

COST OF THIS POST TO BE

W6vxv9 HIGHWAY POST. THE

1’-

0�

"

2’-

7"

4�

"

(HIGHWAY ESTIMATE)

PAY LIMIT FOR CORRUGATED BEAM GUIDE RAILING

(HIGHWAY ESTIMATE)

PAY LIMIT FOR CORRUGATED BEAM GUIDE RAILING

10’-0"

A

A

FACE OF RAIL

(SEE NOTE "A")


OPTIONAL (HOT-vMIX ASPHALT)

5"

CU

RB

IN THE TRANSITION ITEM (TYP.).

WITH HEX NUTS AND FLAT WASHERS SHALL BE INCLUDED

GALVANIZED. COST OF FURNISHING AND PLACING BOLTS

HEX NUTS AND FLAT WASHERS. ALL COMPONENTS TO BE

�" DIA. GALVANIZED ANCHOR STUDS (ASTM A449) WITH

p1’-0"vxv�"vxv1’-6" GALVANIZED BEARING

6" 6" 6"

2"

5-#5(E) BARS

TRANSITION REINFORCEMENT

TYPICAL BARRIER

(TRANSITION CONCRETE BARRIER END)

REINFORCEMENT PLAN

WHICHEVER APPLICABLE

HOOK INTO SLAB OR WALL,n EMBED WITH 180*

*

(TYPICAL)

2" COV. MIN.

1’-6"

3’-

0"

BARRIER END VIEW

10"

5�"

6"

2’-

11"

1"

OR SHOULDER

PAVEMENT

TOP OF

(TYPICAL)

1" CHAMFER

6’-3"

3’-1�"3’-1�"

2"2"

4�"4�"

TRANSITION ZONE

POST DETAIL

6’-

10"

�"

4�

"7�

"

13’-6�"

6’-3"6’-3"

4�"4�" 2"2" 4�"4�"

3�"

1’-

8"

2�

"

3�

"

�"

�"

3�

"

HOLES FOR �" BOLTS

OF �" DIA.c

W6vxv9

1�"vxv1�" PLATE

FOR �" BOLT

�" SQUARE HOLE

�" OR APPROVED EQUAL

PLATE THICKNESS SHALL BE

FOR �" BOLT

�" SQUARE HOLE

1�"vxv�"vxv3" PLATE

BOLT SLOT (TYP.)

1"vxv1�" SPLICE

@ 6’-3" CTRS. (TYP.)

�"vxv2�" SLOTTED HOLES

PLATE WASHER AND LOCK WASHER.

(CARRIAGE BOLT) HEX NUT, FLAT

ROUND HEAD SQUARE NECK BOLT

OF �" DIA. GALV. STEELc

W8vxv15 BLOCKOUT

W6vxv9 POST

NOT TO SCALE

ASTM A307, GRADE A

SPLICE BOLT

BEAM SPLICE HARDWARE

NOT TO SCALE

THRIE BEAM ASSEMBLY

ASTM A563 GRADE A OR BETTER

HEX NUT

1�"

OVAL SHOULDER

�"xv�"

1�" �"

�"

�"

1�

"

�"

NOT TO SCALE

NESTED THRIE BEAM

BOLTS AND NUTS/WASHER

OF �" DIA. (ASTM A307, GRADE A)c

1� "

TYPICAL THRIE BEAM SECTION

1’-

0�

"

1� "

3�

"

2�

"

3�"

�"

�"

3�

"

@ 3’-1�" CTRS. (TYP.)

�"xv2�" SLOTTED HOLES

BEAM GUIDE RAILING

OF CORRUGATEDc

TYPICAL SPLICE LAYOUT

OF TRANSITION

END VIEW

TRANSITION SECTION

OF TRANSITION

END VIEW

SQUARE WASHER FLAT PLATE WASHER

2"vMIN. 2"vMIN.

�" DEEP

RECESS

�"

1�"

4�"v(TYP.)

SECTION

TERMINAL

"217’-3

n10

n10

BD-RCB18E

THRIE BEAM TRANSITION DETAILS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

1’-

9�

"

1’-

7�

"

1’-

7�

"

7"

7�

"6�

"

2"

1’-

9�

"

4"

8�"

2"

7"

7�

"6�

"

�"v(TYP.)

�"v(TYP.)

W8vxv15

TOP VIEW

THRIE BEAM BLOCKOUT DETAIL

SIDE VIEW

IN REAR FACE

FOR �" DIA. BOLTS

OF �" DIA. HOLESc

BOLT) IN FRONT FACE

HEAD SQUARE NECK BOLT (CARRIAGE

�" DIA. GALV. STEEL ROUND

OF �" SQUARE HOLE FORc

"2

14

7�

"2’-6"

7�

"

"832

"832

8" 8�" 4�"4�" 3"

6�

"7�

"6�

"

2"

MODIFIED TERMINAL CONNECTOR

MOUNTING SLOTS (TYP.)

�"xv2�" POST

TO SPLICE TO THRIE BEAM

USE 12v-v�" DIA. GALVANIZED BOLTS

1"xv1�" SPLICE BOLT SLOTS (TYP.)

HOLE (TYP.)

�" DIA.HOLE (TYP.)

�" DIA.

1’-

8"

K1

"2

13’-

3

"217"2

17

BAR TYPES

BAR B

(O)

"214

7

D

K2

3’-

6"

8"

2’-0"

2’-

8"

BAR A

1’-0" 6"

N12

B H

K

2’-0" L

AP

MIN.

3

SP

S.

@ 8"

6"

6"

MAX.


BD-SS1E OR BD-SS6E.SEE


(BAR A)

4

21

O

3’-

6"

1’-0"

2’-4"

2’-0" L

AP

MIN.

3

SP

S.

@ 8"

6"

6"

MAX.




(BAR A)

4

21

O

(TYP.)

4%v WASH

CONCRETE MEDIAN WIDE BARRIER

I-BEAM STRUCTURES)

(STEEL BEAM AND PRESTRESSED

CONCRETE MEDIAN BARRIER

I-BEAM STRUCTURES)


K1

"2

13’-

3

"217

BAR C

(O)

7

D

"217

K2

2’-0"

CONCRETE MEDIAN WIDE BARRIER SIMILAR


(ADJACENT PRESTRESSED CONCRETE UNIT STRUCTURES)

(BAR A)

DETAIL "A"

(TYP.)

1"

(TY

P.)

1"

"2

13

(BAR B)

SEE DETAIL "A"

MAX.


(TYPICAL)2" COV. MIN.

"2

13

(BAR C)

SEE DETAIL "A"

MAX.


(TYPICAL)2" COV. MIN.

(BAR B)

CTRS. MAX.

#5(E) BARS @ 8" #5(E) BARS (TYP.)

#5(E) BARS

MAX.




NOTE:

SLAB BARS

MIN.

6"

BAR WHEREVER POSSIBLE.

THE BOTTOM TRANSVERSE

THIS BAR TO BE TIED TO

BAR WHEREVER POSSIBLE.

THE BOTTOM TRANSVERSE

THIS BAR TO BE TIED TO

H1,

H2

H1,

H2


NOTE:

"218

"211’-7

"211’-11

#5(E) BARS (TYP.)#5(E) BARS (TYP.)

BD-RCB19E

COST TO BE INCLUDED IN THE BARRIER ITEM.

GAP TO BE FILLED WITH COMPRESSIBLE FOAM JOINT SEALER, MATERIAL SPECIFICATION 705-08.

NOTE "B":

vSPLICES ARE REQUIRED, THE LENGTH OF THE LAP SHALL BE SUFFICIENT TO DEVELOP EACH BAR.

vTHE CONCRETE BARRIERS SHALL BE CONTINUOUS BETWEEN BRIDGE EXPANSION JOINTS. WHERE

vCONSTANT DEPTH 45° CHAMFERS AT THE SURFACE. THE LONGITUDINAL REINFORCING BARS FOR

�")u v60n ANGLE WITH THE SURFACE. CUT GROOVES SHALL BE FINISHED WITH SHALLOW (�"

vTHE DEPTH OF THE GROOVES SHALL BE 1�"(-0+�"). FORMED GROOVES SHALL MAKE A

3. CUTTING THE PLASTIC CONCRETE. COMBINATION OF THESE METHODS MAY BE EMPLOYED.

vCAST-IN-PLACE SLIP FORMED.




NOTE "A":

CONTRACT PLANS.

PURPOSES ONLY AND SHOULD NOT BE SHOWN ON THE

BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL


OF SKEW.

THE LONGITUDINAL AXIS OF THE BARRIER, REGARDLESS

ALL REINFORCEMENT IS PLACED PERPENDICULAR TO

FOR SLEEPER SLAB DETAILS, SEE BD-SA2E.

OR BD-PA3E.

FOR SLAB REINFORCEMENT, SEE BD-SS1, BD-SS6E,

RAILING SELECTION CRITERIA.

REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE

WIDTH BARRIER AS THE HIGHWAY APPROACH BARRIER.

THE TWO BARRIERS. DESIGNERS SHOULD USE THE SAME

HIGHWAY BARRIER TO FACILITATE TRANSITION BETWEEN

THESE BARRIER WIDTHS CONFORM TO THOSE OF THE

DESIGNER NOTES:

SINGLE SLOPE MEDIAN SECTIONS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

MEDIAN BARRIER (BRIDGE EST.)

(HIGHWAY EST.)

MEDIAN BARRIER

JOINT OPENING

(SEE NOTE B)

�" GAP

SLEEPER SLAB

APPROACH SLAB

BEGINS OR ENDS

APPROACH PAVEMENT

ABUTMENT SHOWN

SEMI-INTEGRAL

JOINTLESS BRIDGE DETAILS


IN THIS AREA

OF THE BARRIER

SLAB THE WIDTH

EXTEND SLEEPER




5’-0"

**

BD SHEET

SEE CURRENT JOINT

**A

A

ELEVATION


SECTION A-A

JOINT

BRIDGEc

JOINT

BRIDGEc

(-0+�")

1�"

NOTE "A"

GROOVE, SEE

CONSTRUCTION

BD SHEET

SEE CURRENT JOINT


UNIFORM ACROSS THE

SPACING SHALL BE

#5(E) BARS (TYP.)

2

19

7

10

1’-

7"

10"

8"

8"

8"

2’-0"

7" 6"

3"

2" COV. (MIN.)

2"

FACE (TYP.)

2" COVER AT BARRIER

ROTATE HOOK TO MAINTAIN

DETAIL "A"

4% WASH

I-BEAM STRUCTURES)


TYPE "A"

PERMANENT CONCRETE MEDIAN BARRIER



#5(E) BARS (TYP.)

2

19

7

10

1’-

7"

10"

8"

8"

8"

2’-3"

7" 9"

3"

2" COV. (MIN.)

2"

FACE (TYP.)

2" COVER AT BARRIER


DETAIL "A"

4% WASH

I-BEAM STRUCTURES)


TYPE "B"


BD-SS1E OR BD-SS6E.

#5(E) BARS (TYP.)

2

19

7

10

1’-

7"

10"

8"

8"

8"

2’-6"

7" 1’-0"

3"

2" COV. (MIN.)

2"

FACE (TYP.)

2" COVER AT BARRIER


DETAIL "A"

4% WASH

I-BEAM STRUCTURES)


TYPE "C"


SEE


BD-SS1E OR BD-SS6E.

#5(E) BARS (TYP.)

FACE (TYP.)

2" COVER AT BARRIER


(TYPE "C" SHOWN, OTHER TYPES SIMILAR)


(ADJACENT PRESTRESSED CONCRETE UNIT STRUCTURES)

EACH BAR.




DEPTH 45n CHAMFERS AT THE SURFACE.

CUT GROOVES SHALL BE FINISHED WITH SHALLOW ( �"u �") CONSTANT

FORMED GROOVES SHALL MAKE A 60n ANGLE WITH THE SURFACE.

THE DEPTH OF THE GROOVES SHALL BE 1 �"(-0+ �").



v CAST-IN-PLACE SLIP FORMED.




NOTE "A":

INCLUDED IN THE BARRIER ITEM.

SPECIFICATION 728-06, TWO 0.06 in. THICK SHEETS. COST TO BE

COMPRESSED SYNTHETIC SHEET GASKET (TREATED BOTH SIDES), MATERIAL

NOTE "C":

SPECIFICATION 705-08. COST TO BE INCLUDED IN THE BARRIER ITEM.

GAP TO BE FILLED WITH COMPRESSIBLE FOAM JOINT SEALER, MATERIAL

NOTE "B":

BAR A BAR B

*

BAR C

BAR TYPESNOT TO SCALEALL BAR DIMENSIONS ARE OUT TO OUT.

NOTE:

THICKNESS INCREASE.

BE MODIFIED FOR DECK SLAB

THIS DIMENSION WILL NEED TO *

2’-

4�

"

1’-0"

1’-4"

1’-

8�

"

1’-

4�

"

1’-0"

1’-1�"

****

**

DECK CROSS SLOPES.

NEED TO BE MODIFIED FOR OTHER

ON A NORMAL CROWN, THEY MAY

BAR DIMENSIONS ARE BASED

DETAIL "A"

(TYP.)

1"

(TY

P.)

1"

BD-PA3E.SEE

REINFORCEMENT,

FOR SLAB

#5(E) BARS


CONTRACT PLANS.

PURPOSES ONLY AND SHOULD NOT BE SHOWN ON THE

BAR TYPES DIAGRAMS ARE SHOWN FOR INFORMATIONAL

OF SKEW.

THE LONGITUDINAL AXIS OF THE BARRIER, REGARDLESS

ALL REINFORCEMENT IS PLACED PERPENDICULAR TO

FOR SLEEPER SLAB DETAILS, SEE BD-SA2E.

RAILING SELECTION CRITERIA.

REFER TO BRIDGE MANUAL, SECTION 6 FOR BRIDGE

WIDTH BARRIER AS THE HIGHWAY APPROACH BARRIER.

THE TWO BARRIERS. DESIGNERS SHOULD USE THE SAME

HIGHWAY BARRIER TO FACILITATE TRANSITION BETWEEN

THESE BARRIER WIDTHS CONFORM TO THOSE OF THE

DESIGNER NOTES:



NOTE:

#5(E) BARS @ 8" MAX., (TYP.)

(BAR C)


TO BE TIED TO THE BOTTOM SLAB

#6(E) BARS @ 8" MAX. (TYP.) (BAR A)




#5(E) BARS @ 8" MAX., (TYP.)

(BAR C)




#5(E) BARS @ 8" MAX., (TYP.)

(BAR C)

#5(E) BARS @ 8" MAX., (TYP.)

(BAR C)

#6(E) BARS @ 8" MAX. (YP.) (BAR B)

(TYP.)

(TYP.)

SEE


(TYP.)

(TYP.)

(TYP.)

(TYP.)

BD-RCB20E

SAFETY SHAPE MEDIAN SECTIONS




STATE OF NEW YORK

12/23/14

ISSUED


EFFECTIVE WITH THE


(STRUCTURES)



ORIGINAL SIGNED BY

APPROVED: 12/23/14

REVISED

SLEEPER SLAB

APPROACH SLAB

BEGINS OR ENDS

APPROACH PAVEMENT

ABUTMENT SHOWN

SEMI-INTEGRAL

JOINTLESS BRIDGE DETAILS


IN THIS AREA

OF THE BARRIER

SLAB THE WIDTH

EXTEND SLEEPER

MEDIAN BARRIER (BRIDGE EST.)

(HIGHWAY EST.)

MEDIAN BARRIER�" GAP

(SEE NOTE B)

JOINT OPENING




5’-0"

**

BD SHEET

SEE CURRENT JOINT

**

ELEVATION


SECTION A-A

NOTE "A"

GROOVE, SEE

CONSTRUCTION

BD SHEET

SEE CURRENT JOINT

1�"

(-0+�")

JOINT

BRIDGEc

JOINT

BRIDGEc


UNIFORM ACROSS THE

SPACING SHALL BE

A

A

Date post:	09-Feb-2019
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