COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

NOTES:

PA TYPE 10M BRIDGE BARRIER

L

L

TYPICAL PA TYPE 10M BRIDGE BARRIER ELEVATION

C RAILING POSTL

20'-0" MIN., 40'-0" MAX.

L

L

IN RAILING POST (TYP.)

VERTICAL REINFORCEMENT

REINFORCEMENT BAR NOTES:

SECTION A-A

L

NUT AND LOCK WASHER.

L

TYPICAL SPACING OF VERTICAL

IN RAILING POST

C RAILING POSTL

TYPICAL RAIL PANELC RAIL JOINT

POST

C RAILING

LC RAILING

POST

C RAILING JOINT

LC SCUPPER

CURB DRAIN

OR METAL

TYPICAL SPACING OF VERTICAL

L

L

STANDARD

T

HARDENED WASHERS, AND LOCK WASHERS

STUDS (WELDED TO RAIL TUBE), WITH HEX NUTS,

BARRIER DETAILS

JOINTS (TYP.)

OFFSET RAILING

CO

NC

RE

TE

CU

RB

DETAIL A

SEE BC-709M

EXPANSION DAMS. FOR JOINT TREATMENT

AND WIDTH OF STRIP SEAL OR TOOTHED

OPEN JOINT IN CURB TO MATCH LOCATION

AT FLUSH JOINTS.

CURB

OF

END

CURB

OF

END

WITH EXPANSION DAM

CURB

CONCRETE

0

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 1 OF 16

BD-617M

BUREAU OF PROJECT DELIVERY

2'-1

1"

SLIDING PLATE 1

AT JOINTS WITH

6" MIN., 1'-0" MAX.

5'-0" MIN., 10'-0" MAX.

FOR TRANSITION

DETAILS,

AND BC-708M

10'-0" MAX., 5'-0" MIN.

1"x1…" SLOTTED HOLE

ƒ"| HOLE

EXP. JOINT.

•" FLUSH

8" MIN., 1'-2" MAX.

JOINT) (TYP.) 2

(ON ONE SIDE OF 3'-0" MIN.

(TYP.)

3"9"9"1'-6" MAX.9"9"

3"1'-6" MAX. 9"9"9"9"

3"

(IF REQUIRED)

EXPANSION JT.

•" FLUSH

#4 REINFORCEMENT

1'-1"

•"

•"

CHAMFER

ƒ"x ƒ"

(TYP.)

L6x 3•x Š"

1'-6"

7…"

•"

RAIL TUBE (TYP.)

TS 5 x 5 x…"

C 2-19ƒ"| x 2" THREADED ANCHOR

W 8 x 18

RAILING POST

11‚

"

C †"| BOLT WITH HEX

•"

1'-1"

2'-11"

ƒ" BASE PL

2" CLR. (TYP.)

#4

#4 SPA. AS SHOWN IN ELEVATION

2" CLR.

T+1" MIN.

2"

COVER

2" MIN.C 2 -1"| x 1'-3" ASTM

F1554 GRADE 105, ANCHOR BOLTS

4" (TYP.)8•"

‚"

11"

(TYP.)

RAD. 2"

INSIDE

CHAMFER

ƒ"xƒ"

1" R OR

#4 REINFORCEMENT

POST SPACING (SEE NOTE 9)

(SEE NOTE 5)

(TYPE B ANCHOR BOLT PER BC-734M)

WITH ASTM A563 NUTS.PROJ 2•"

DIRECTOR, BUR. OF PROJECT DELIVERY

1'-8" MIN.

2'-6" MAX.

POST SPACING (SEE NOTE 9)

(ALL CASES ASSUME 7'-6" POST SPACING)

ALT. SIDEWALK 10M 310 LB./FT.

RAISED SIDEWALK 10M 360 LB./FT.

SIDEWALK 10M 310 LB./FT.

TYPICAL 10M 300 LB./FT.

BARRIER ARE AS FOLLOWS:

15. FOR DEAD LOAD CALCULATIONS, THE WEIGHT OF FOUR TYPES OF PA TYPE 10M BRIDGE

14. PROVIDE RAILING JOINTS IN ALL RAILS IN THE BAY ABOVE AN EXPANSION DAM.

13. FOR LOCATION OF DRAIN HOLES IN RAIL TUBES, SEE BC-709M.

12. THE MAXIMUM JOINT MOVEMENT FOR THE PA TYPE 10M BRIDGE BARRIER IS 9".

11. PROVIDE POST SPACINGS ON THE PLANS.

10. DO NOT USE DEFLECTION JOINTS WITH PA TYPE 10M BRIDGE BARRIERS.

OF THE RAIL, EXPANSION JOINTS AND DRAINAGE SCUPPERS.

MIN. IN ORDER TO MAINTAIN APPROPRIATE SPACING DIMENSIONS FROM THE END

9. ONE OR MORE 10'-0" MAX. POST SPACINGS MAY BE REDUCED TO 5'-0"

MEETING THE REQUIREMENTS OF SECTION 705, PUBLICATION 408.

BETWEEN THE METAL SURFACES AND THE CONCRETE WITH CAULKING COMPOUND

COMPOUND PRIOR TO ERECTION. AFTER ERECTION AND ALIGNMENT, SEAL OPENINGS

8. COAT ALL SURFACES OF THE BASE PLATE IN CONTACT WITH CONCRETE WITH CAULKING

7. PLACE POST AND POST ANCHOR BOLTS NORMAL TO GRADE AND RAILS PARALLEL TO GRADE.

6. TIGHTEN ALL BOLTS THAT HAVE LOCK WASHERS TO SNUG CONDITION ONLY.

AND 2'-6" MAXIMUM FROM THE CENTERLINE OF THE RAILING POSTS.

5. THE CENTERLINE OF THE RAIL TUBE SPLICE TO A POST IS TO BE 1'-8" MINIMUM

WELDED BUTT SPLICES WILL BE ALLOWED IN THE RAIL TUBE SECTIONS.

4. PROVIDE RAIL TUBES CONTINUOUS OVER NOT LESS THAN TWO RAILING POSTS. NO

SPLICES, UNLESS OTHERWISE REQUIRED FOR EXPANSION.

PROVIDE RAILS AS LONG AS PRACTICAL, WITH A MINIMUM OF THREE POSTS BETWEEN

3. LOCATE RAIL SPLICES AT EXPANSION JOINTS AND AT OTHER LOCATIONS WHERE NECESSARY.

2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH PUBLICATION 408.

DESIGNATION.

1. PA TYPE 10M BRIDGE BARRIER HAS BEEN ACCEPTED BY FHWA AS A TL-4 BARRIER

NOT SHOWN FOR CLARITY)

(BASE PLATE AND ANCHOR BOLTS

IF POSTS LOCATED AT EXPANSION JOINT

2 NO POST REQUIRED ADJACENT TO FLUSH JOINTS AT WINGWALL.

OR C RAILING POST TO EDGE OF FIXED END OF SLIDING PLATE

1 C RAILING POST TO EDGE OF RECESS IN CONCRETE (SHOWN)

BC-709M

POST. SEE DETAIL,

DELINEATOR AT EACH

REINFORCEMENT

SLAB

V-NOTCH (RAKED FINISH)

CONSTRUCTION JOINT &

DETAIL A

SEE

SLAB

CONCRETE

TOP OF

1'-0" NORMAL WEIGHT CONCRETE

1'-3" LIGHT WEIGHT CONCRETE

SECURED WITH DOUBLE NUTS

ANCHOR BAR 2"x …" x 6" (GALVANIZED)

NECESSARY DIMENSIONS.

DESIGNER TO PROVIDE

TO MATCH DECK CROSS-SLOPE.

SLOPE REINFORCEMENT LEG

AWAY FROM THE GUTTERLINE,

WHEN THE DECK IS SLOPED

CO

NC

RE

TE

CU

RB

CONCRETE DECK SLAB

REINFORCED CONCRETE ABUTMENTS

R.C. ABUTMENTS WITH BACKWALL

R.C. ABUTMENTS WITHOUT BACKWALL

BOX BEAM REINFORCEMENT DETAILS

CONTINUITY FOR LIVE LOAD DETAILS BOX BEAMS

PROTECTIVE FENCE

ALUMINUM PROTECTIVE BARRIER

ALUMINUM PEDESTRIAN RAILING

REINFORCEMENT BAR FABRICATION DETAILSBC-736M

BC-716M

BC-711M

BC-701M

BD-665M

BD-661M

BD-658M

BD-624M

BD-622M

BD-621M

BD-601M

BC-788M TYPICAL WATERPROOFING AND EXPANSION DETAILS

REFERENCE DRAWINGS

BC-708M

ANCHOR SYSTEMSBC-734M

BC-709M PA TYPE 10M BRIDGE BARRIER

TRANSITION CONNECTION

THRIE BEAM TO PA TYPE 10M BRIDGE BARRIER

BD-632M R.C. BOX CULVERT

BD-657M I-BEAM AND BOX BEAM BRIDGES

AND BOX BEAM BRIDGES

SHEAR BLOCK DETAILS AT PIER - P/S CONCRETE I-BEAM

WITHOUT EXPANSION DAM

BC-767M

CONCRETE & STEEL I-BEAM BRIDGES

NEOPRENE STRIP SEAL DAM FOR PRESTRESSED

ACCORDANCE WITH PUBLICATION 408, SECTION 709.1(c).

4. ALL REINFORCEMENT SHOULD BE EPOXY COATED IN

REINFORCEMENT BAR.

3. RADIUS, R=2", IS MEASURED TO THE INSIDE EDGE OF THE

MEASURED ALONG THE OUTSIDE EDGE.

2. DIMENSIONS ALONG CURVED PORTIONS OF BAR ARE

1. REINFORCEMENT BAR DIMENSIONS ARE OUT TO OUT OF BAR.

UNDER BARRIER

Ts= THICKNESS OF SIDEWALK

UNDER BARRIER

T = THICKNESS OF SLAB

T+

Ts

+ 7ƒ

"

T

+

Ts

+ 5"

SEE SHEET 10

A

A

WITH INLET PLACEMENT SIMILAR, SEE SHEET 10)

(WITHOUT INLET PLACEMENT SHOWN;

AND BC-708M

SEE SHEET 10

DETAILS,

FOR TRANSITION

ON TOP SIMILAR

LONGITUDINAL REINF.

SHOWN ON TOP.

TRANSVERSE REINF.

BD-667M INTEGRAL ABUTMENT

APR.29, 2016 APR.29, 2016

THAN GUTTER ELEV.THAN GUTTER ELEV.

B B

A A

TOP OF BATTER (LEVEL)

BRIDGE SEAT

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PARALLEL TO L BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

C L BRGS.C

TOP OF STEM NOTCH (LEVEL)

LAP BARS.

NOTE: COMPLEX BENDS MAY REQUIRE MULTIPLE

STANDARD

PA TYPE 10M BRIDGE BARRIER

R. C. ABUTMENTS WITH BACKWALL

FLARED WINGS

LAYOUT AND DETAILS

1. FOR SECTION C-C, SEE SHEET 3.

SLOPE: 1V:25H

APPR. SLAB

JT. AT BOTTOM OF

OPTIONAL CONSTR.

SLOPE: 1V:25H

APPR. SLAB

JT. AT BOTTOM OF

OPTIONAL CONSTR.

SKEWS 75°

C BEAML

SKEWS 75°

SKEW

TOP OF BATTER

L BRGS.C

BA

CK

WA

LL

CO

RB

EL

TOP OF BATTER

BOTTOM OF BATTER BOTTOM OF BATTER

PARALLEL TO L BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

CL BRGS.C

SEE DETAIL B FOR

SEE DETAIL A FORFOR 10M BRIDGE BARRIER

CHAMFER CORNER FOR

BACKWALL REINFORCEMENT

SKEWS 75°

ABUTMENT STEM

REINFORCEMENT

DETAIL TO PROVIDE

DETAIL TO PROVIDE

MULTIPLE LAP BARS

SEE DETAIL G FOR

*

DEVELOPMENT LENGTH. (TYP.)

BEND AS REQUIRED TO OBTAIN MINIMUM

CORNER THE MINIMUM DEVELOPMENT LENGTH.

EXTEND HORIZONTAL REINFORCEMENT INTO

TRANSITION DETAILS,

SLIDING PLATE FOR EXPANSION DAM (TYP.)

RECESS IN CONCRETE (SHOWN) OR FIXED END OF

**

*

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BUREAU OF PROJECT DELIVERY

6"

EXP.JT.

•" FLUSH

1'-0" MIN.

1'-0" MIN.

6"

EXP.JT.

•" FLUSH

1'-0" MIN.

ELEV. MIN. 6" HIGHER

#3 @ 9"

MAY BE REDUCED TO ACCOMMODATE THE LATERAL FORCE.

#6 REINFORCEMENT BARS MAY BE USED AND/OR THE SPACING

IF THE DESIGN REQUIRES GREATER SHEAR REINFORCEMENT, **

#5 @ 12"**

#3 @ 9"

**#5 @ 12"

#3 @ 9"

MIN. 1'-0" CLEAR

#3 @ 9"

MIN. 1'-0" CLEAR

#3 @ 9"

CLR.

MIN. 1'-0"

PROVIDE

DETAIL TO

**#5 @ 12"

2'-0" MIN.

ELEV. MIN. 6" HIGHER

DIRECTOR, BUR. OF PROJECT DELIVERY

1

1

11

1

CONSTR. JT.CONSTR. JT.

11

SHEET 2 OF 16

FOR CURB AND BEVEL DETAILS.

HEIGHT TO TOP OF CURB. FOLLOW DETAILS ON SHEETS 3 AND 10

PLACEMENT THE WALL THICKNESS TO BE 1'-6" FULL

SECTION SHOWN WITHOUT INLET PLACEMENT. WITH INLET

SEE SHEET 10 AND BC-708M

SECTION REINFORCEMENT, SEE SHEET 10)

(FOR BARRIER CURB TERMINATION

ABUTMENTS WITH FLARED WINGS

C

C

TYPICAL PLAN (SKEWS 75°)

DETAIL A

DETAIL B

TYPICAL ELEVATIONNOTES:

DETAIL G

SECTION A-A

SECTION B-B

APR.29, 2016APR.29, 2016

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

STANDARD

GUTTERLINE

GUTTERLINE

PA TYPE 10M BRIDGE BARRIER

FLARED WINGS

R.C. ABUTMENTS WITH BACKWALL

GUTTERLINE

CONSTR. JOINT

V-NOTCH AND

C RAILING POSTL

OF SLIDING PLATE

(SHOWN) OR FIXED END

RECESS IN CONCRETE

SEE BC-708M

FOR TRANSITION DETAILS,

GUTTERLINE

SECTION E-E

DETAILS SEE BC-709M

FOR RAILING TERMINATION

GUTTERLINE

CONSTR. JOINT

V-NOTCH AND

C RAILING POSTL

OF SLIDING PLATE

(SHOWN) OR FIXED END

RECESS IN CONCRETE

L

L

OR C RAILING POST TO EDGE OF FIXED END OF SLIDING PLATE.

1 C RAILING POST TO EDGE OF RECESS IN CONCRETE (SHOWN)

SEE BC-708M

FOR TRANSITION DETAILS,

DETAILS SEE BC-709M

FOR RAILING TERMINATION

SECTION G-G

DETAIL

ALTERNATE REINFORCEMENT(FULL HEIGHT OF WALL)

(RAILING NOT SHOWN)

JOINT

CONSTR.

JOINT

CONSTR.

(RAILING NOT SHOWN)

2

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BUREAU OF PROJECT DELIVERY

2•" MIN.

#4 @ 9" MAX.

2'-5ƒ"

#5

@ 1

2"

E.

F.

2'-1" MIN. 2

#5, MATCH SPACING OF

CURB REINFORCEMENT

AS REQUIRED BY DESIGN.

BACKWALL AND ABUTMENT

NOTE: ALL REINFORCEMENT IN

1'-6"

#4

MIN.

2'-1"

(TYP.)

2" CLR.

#5

2" CLR. (TYP.)

#5

1'-6"

1'-6"

10"

1'-0"

#4 & #5 #4 & #5

#4 & #5

4" (TYP.)

8•"

‚"

(TYP.)

RAD.2"

INSIDE

#4

6"

REINFORCEMENT DETAIL.

THE 2'-1" MIN. LAP USE SINGLE HOOP BAR. SEE ALTERNATE

2 FOR SUPERSTRUCTURES WHICH ARE TOO SHALLOW TO ACCOMMODATE

#4 & #5

#4 & #5 #4 & #5

1'-6"

1'-0"

#4

#4

1'-6"

10"

1'-6"

#4

#4

1'-2"

#5

#5

(TYP.)

2" CLR.

(TYP.)

2" CLR.

2'-1" MIN. 2

2'-8"

2'-1" MIN. 2

#4

#5

@ 12"

E.

F.

AS REQUIRED BY DESIGN.

BACKWALL AND ABUTMENT

NOTE: ALL REINFORCEMENT IN

#4

CURB REINFORCEMENT

#5, MATCH SPACING OF

#4 @ 9" MAX., 2•" MIN.

DIRECTOR, BUR. OF PROJECT DELIVERY

1

SLIDING PLATE

AT JOINTS WITH

6" MIN., 1'-0" MAX.

(SEE REINFORCEMENT BAR NOTES ON SHEET 1)

SLIDING PLATE

AT JOINTS WITH

6" MIN., 1'-0" MAX. 1

SHEET 3 OF 16

CONSTR. JOINT

DETAILS SEE SHEET 10

FOR BARRIER CURB TERMINATION

CONSTR. JOINT

SEE SHEET 10.

#4, FOR SPACING,

DETAILS SEE SHEET 10

FOR BARRIER CURB TERMINATION

D

D

EE

G

F

G

F

SEE SHEET 10.

#4, FOR SPACING,

SECTION F-F

SECTION C-C

WITH INLET PLACEMENT

WITHOUT INLET PLACEMENT

SECTION D-D

SECTION C-C

APR.29, 2016APR.29, 2016

SKEWS 75°

C BEAML

SKEWS 75°

SKEW

TOP OF BATTER

L BRGS.C

BA

CK

WA

LL

CO

RB

EL

TOP OF BATTER (LEVEL)

BOTTOM OF BATTER

BOTTOM OF BATTER

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

BOTTOM OF DECK

V-NOTCH AT

MIN.

MIN.

CONSTR. JT.

TOP OF STEM NOTCH (LEVEL)

BOTTOM OF BATTER

NOTES:

10M

CURB10

M CURB

PA TYPE 10M BRIDGE BARRIER

R. C. ABUTMENTS WITH BACKWALL

U-WING LAYOUT AND DETAILS

FOR SPREAD BEAMS

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

TUBE RAIL NOT SHOWN

(FOR SPREAD BEAMS)

SEE DETAIL C FOR

SEE DETAIL D FOR

TOP OF BATTER

CONSTR. JT.

V-NOTCH AND

ANGLE SIDE"

"OBTUSE

ANGLE SIDE"

"ACUTE

MIN.

10M

CURB

SEE NOTE 2

L BRGS.C

(SEE NOTE 2)

BACKWALL

10M

CURB

(ABOVE)

EXPANSION DAM

NOTE: BARRIER POSTS NOT SHOWN.

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 4 OF 16

BUREAU OF PROJECT DELIVERY

EXP. JT.

•" FLUSH

1'-0

"

(SEE NOTE 2)

8" MIN.

EXP. JT.

•" FLUSH

1'-0

"

POST SPACING (TYP.)

10'-0" MAX.,

5'-0" MIN.,

POST SPACING (TYP.)

5'-0" MIN., 10'-0" MAX.,

EXP. JT.

•" FLUSH

(TYP.)

2'-0" MIN.

1'-0

"

SHOWN IN SECTION H-H.

AND PROVIDE A MINIMUM 2'-0" CORNER DIMENSION AS

BACKWALL AND BOTTOM OF BATTER AT OBTUSE ANGLE OF U-WING

EXTEND ABUTMENT CORNER 0 (ZERO) MINIMUM BEYOND BACK OF

BACKWALL AND BOTTOM OF BATTER AT ACUTE ANGLE OF U-WING.

2. EXTEND ABUTMENT CORNER 8" MINIMUM BEYOND BACK OF

EXP. JT.

•" FLUSH

8" MIN.

BOTTOM OF DECK

1" MIN. BELOW

TOP OF CHEEKWALL

DIRECTOR, BUR. OF PROJECT DELIVERY

SKEW DETAIL.

EXPANSION DAM

SEE BC-767M FOR

1

ON SHEETS 3 AND 10 FOR CURB AND BEVEL DETAILS.

SECTION SHOWN WITHOUT INLET PLACEMENT. FOLLOW DETAILS

1

1

1

CONSTR. JT.

BRIDGE SEAT

H

G

1. FOR SECTION E-E, SEE SHEET 6.

E

E

H

G

ARE SIMILAR.

FOR NEOPRENE STRIP SEAL DAM. TOOTH EXPANSION DAM

NOTE: ACUTE SIDE WITH PA TYPE 10M CONCRETE CURB IS SHOWN

SEE BD-622M, SHEET 4

FOR SECTIONS G-G AND H-H,

DETAILS, SEE SHEET 10 AND BC-708M

FOR 10M BRIDGE BARRIER TRANSITION CONNECTION

DETAIL D

DETAIL C

TYPICAL ELEVATION

TYPICAL PLAN (SKEWS 75°)

ALTERNATE POST

LOCATION DETAIL

TYPICAL CORNER DETAIL FOR

EXPANSION DAM (SKEWS 75°)

APR.29, 2016APR.29, 2016

BRIDGE SEAT

TOP OF BATTER (LEVEL)

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

BOTTOM OF DECK

V-NOTCH AT

CONSTR. JT.

TOP OF STEM NOTCH (LEVEL)

NOTES:

L

PA TYPE 10M BRIDGE BARRIER

R. C. ABUTMENTS WITH BACKWALL

U-WING LAYOUT AND DETAILS

SEE BD-622M, SHEET 5

FOR SECTIONS L-L AND M-M,

FOR ADJACENT BOX BEAMS

SKEWS 75°

C BEAML

SKEWS 75°

SKEW

TOP OF BATTER

L BRGS.C

BA

CK

WA

LL

CO

RB

EL

BOTTOM OF BATTER

BOTTOM OF BATTER

MIN.

MIN.

BOTTOM OF BATTER

10M

CURB10

M CURB

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

SEE DETAIL E FOR

SEE DETAIL F FOR

TOP OF BATTER

TUBE RAIL NOT SHOWN

(FOR ADJACENT BOX BEAMS)

CONSTR. JT.

V-NOTCH AND

ANGLE SIDE"

"OBTUSE

ANGLE SIDE"

"ACUTE

SEE NOTE 2

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 5 OF 16

BUREAU OF PROJECT DELIVERY

EXP. JT.

•" FLUSH

1'-0

"

(SEE NOTE 2)

8" MIN.

EXP. JT.

•" FLUSH

POST SPACING (TYP.)

5'-0" MIN., 10'-0" MAX.,

1'-0

"

SHOWN IN SECTION M-M.

AND PROVIDE A MINIMUM 2'-0" CORNER DIMENSION AS

BACKWALL AND BOTTOM OF BATTER AT OBTUSE ANGLE OF U-WING

EXTEND ABUTMENT CORNER 0 (ZERO) MINIMUM BEYOND BACK OF

BACKWALL AND BOTTOM OF BATTER AT ACUTE ANGLE OF U-WING.

2. EXTEND ABUTMENT CORNER 8" MINIMUM BEYOND BACK OF

BOTTOM OF DECK

1" MIN. BELOW

TOP OF CHEEKWALL

DIRECTOR, BUR. OF PROJECT DELIVERY

FOR ADJACENT BEAMS" DETAIL, SEE BD-622M, SHEET 5.

3. FOR "ABUTMENT PLAN-WITH BACKWALL (SKEW <75°), U-WING

1

1

1

ON SHEETS 3 AND 10 FOR CURB AND BEVEL DETAILS.

SECTION SHOWN WITHOUT INLET PLACEMENT. FOLLOW DETAILS

CONSTR. JT.

1. FOR SECTION E-E, SEE SHEET 6.

E

E

MM

L

CONNECTION DETAILS, SEE SHEET 10 AND BC-708M

FOR 10M BRIDGE BARRIER TRANSITION

DETAIL FDETAIL E

TYPICAL PLAN (SKEWS 75°)

TYPICAL ELEVATION

APR.29, 2016APR.29, 2016

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

U-WINGS

GUTTERLINE

PA TYPE 10M BRIDGE BARRIER

GUTTERLINE

CONSTR. JOINT

U-WING

LC RAILING POST

CONSTR. JOINT

V-NOTCH AND

SEE BC-708M

FOR TRANSITION DETAILS,

L

L

SEE DETAIL H

NOTE: RAILING POST NOT SHOWN.

C RAILING POSTL

SEE DETAIL H

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 6 OF 16

BUREAU OF PROJECT DELIVERY

•" FLUSH EXP. JT.

2'-1" MIN. 2

FOR SPACING

#4 REBARS,1'-2" MAX.

8" MIN.,(SEE NOTE 9, SHEET 1)

5'-0" MIN.10'-0" MAX.

POST SPACING (TYP.)

#4 REBARS, FOR SPACING, SEE SHEET 1

2" CLR. (TYP.)

1'-6"

#4

#4

2" CLR. (TYP.)

2"

CL

R.

2'-1"

MI

N.

BO

T.

OF

DE

CK

V-

NO

TC

H

@

CONSTR. JOINT

V-NOTCH AND

#4 (TYP.)

6" MAX.

2•" MIN.

3"

3"

6" MAX., 2•" MIN.

IN ABUTMENT CORNER)

(WITH OR WITHOUT POST

3" (TYP.)

#4 (TYP.)

DIRECTOR, BUR. OF PROJECT DELIVERY

2'-5ƒ" WITHOUT INLET

2'-8" WITH INLET

2" CLR. (TYP.)

(SECTION ON BACKWALL SIMILAR)

H

H

R. C. ABUTMENTS WITH

GUTTERLINE

CONSTR. JOINT

EXP. JT.

LC RAILING POST

CONSTR. JOINT

V-NOTCH AND

SEE BC-708M

FOR TRANSITION DETAILS,

POST SPACING (TYP.) (SEE NOTE 9, SHEET 1)

5'-0" MIN., 10'-0" MAX.

1'-2" MAX.

8" MIN.

#4 @ 6" MAX.

2•" MIN.

#4, FOR SPACING, SEE SHEET 1

•" FLUSH

2'-1" MIN. 2

2" CLR. (TYP.)

2'-5ƒ" WITHOUT INLET

2'-8" WITH INLET

H

H

(WITH OR WITHOUT BATTER)

CONSTR. JOINT

V-NOTCH AND

OF SLIDING PLATE

(SHOWN) OR FIXED END

RECESS IN CONCRETE

REINFORCEMENT DETAIL, SHEET 3.

THE 2'-1" MIN. LAP USE SINGLE HOOP BAR. SEE ALTERNATE

2 FOR SUPERSTRUCTURES WHICH ARE TOO SHALLOW TO ACCOMMODATE

OR C RAILING POST TO EDGE OF FIXED END OF SLIDING PLATE.

1 C RAILING POST TO EDGE OF RECESS IN CONCRETE (SHOWN)

BELOW BARRIER, SEE BD-622M OR BD-624M, SHEETS 4 AND 5.

2. FOR REINFORCEMENT IN ABUTMENT CORNER, CHEEKWALL AND BACKWALL

BARRIER AS REQUIRED BY DESIGN.

NOTES: 1. ALL REINFORCEMENT IN U-WING BELOW

DETAILS SEE BC-709M

FOR RAILING TERMINATION

SEE SHEET 10.

TERMINATION DETAILS

FOR BARRIER CURB

SEE SHEET 10.

TERMINATION DETAILS

FOR BARRIER CURB

6" MIN., 1'-0" MAX. 1

DETAILS SEE BC-709M.

FOR RAILING TERMINATION

SECTION E-E - POST ON CORNER

SECTION E-E - POST NOT ON CORNER

SECTION H-H

DETAIL H

APR.29, 2016APR.29, 2016

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PA TYPE 10M BRIDGE BARRIER

R. C. ABUTMENTS WITHOUT BACKWALL

FLARED WINGS

LAYOUT AND DETAILS

C BEAML

SKEW

C

THAN GUTTER ELEV.THAN GUTTER ELEV.

ABUTMENT STEM

REINFORCEMENT

BOTTOM OF BATTER

MULTIPLE LAP BARS

SEE DETAIL G FOR

DEVELOPMENT LENGTH. (TYP.)

BEND AS REQUIRED TO OBTAIN MINIMUM

CORNER THE MINIMUM DEVELOPMENT LENGTH.

EXTEND HORIZONTAL REINFORCEMENT INTO

*

*

SLOPE: 1V:25HSLOPE: 1V:25H

BRIDGE SEAT

CONSTR. JT. CONSTR. JT.

TOP OF ABUTMENT

NOTES:

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BUREAU OF PROJECT DELIVERY

6"

EXP. JT.

•" FLUSH

6"

EXP. JT.

•" FLUSH

ELEV. MIN. 6" HIGHER ELEV. MIN. 6" HIGHER

#3 @ 9"

#5 @ 12"** #5 @ 12"**

#3 @ 9"

**

MAY BE REDUCED TO ACCOMMODATE THE LATERAL FORCE.

#6 REINFORCEMENT BARS MAY BE USED AND/OR THE SPACING

IF THE DESIGN REQUIRES GREATER SHEAR REINFORCEMENT,

#3 @ 9"

DIRECTOR, BUR. OF PROJECT DELIVERY

1'-0" MIN. (TYP.)

1'-0" MIN. (TYP.)

L BRGS.

1'-0" MIN. (TYP.)

CHAMFER CORNER FOR

SKEWS 75°

DETAIL TO PROVIDE

MIN. 1'-0" CLEAR

#3 @ 9"

#3 @ 9"

CLR.

MIN. 1'-0"

PROVIDE

DETAIL TO

**#5 @ 12"

SHEET 7 OF 16

BB

A A

1

1

1

FOR CURB AND BEVEL DETAILS.

HEIGHT TO TOP OF CURB. FOLLOW DETAILS ON SHEETS 3 AND 10

PLACEMENT THE WALL THICKNESS TO BE 1'-6" FULL

SECTION SHOWN WITHOUT INLET PLACEMENT. WITH INLET

SHEET 10. FOR TRANSITION DETAILS, SEE BC-708M.

DECK SLAB. FOR CURB TERMINATION DETAILS, SEE

1. 10M BRIDGE BARRIER TERMINATES AT END OF BRIDGE

LAP BARS. SEE DETAIL G.

NOTE: COMPLEX BENDS MAY REQUIRE MULTIPLE

1 12'-0" MIN.

DETAIL TO PROVIDE

MIN. 1'-0" CLEAR

SECTION B-BSECTION A-A

TYPICAL ELEVATION

TYPICAL PLAN

ABUTMENTS WITH FLARED WINGS

DETAIL GAPR.29, 2016APR.29, 2016

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PA TYPE 10M BRIDGE BARRIER

U-WING LAYOUT AND DETAILS

FOR SPREAD BEAMS

R. C. ABUTMENTS WITHOUT BACKWALL

SKEWS 75°

C BEAML

SKEWS 75°

SKEW

BRIDGE SEAT

EXP.JT.

TOP OF BATTER

L BRGS.C

BOTTOM OF BATTER

BOTTOM OF BATTER

BOTTOM OF DECK

V-NOTCH AT

MIN.

MIN.

CONSTR. JT.

BOTTOM OF BATTER

NOTES:

10M

CURB10

M CURB

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

TUBE RAIL NOT SHOWN

(FOR SPREAD BEAMS)

SEE DETAIL C FOR

SEE DETAIL D FOR

TOP OF BATTER

1

ANGLE SIDE"

"ACUTE

ANGLE SIDE"

"OBTUSE

CONSTR. JT.

V-NOTCH AND

SEE NOTE 2

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 8 OF 16

BUREAU OF PROJECT DELIVERY

EXP. JT.

•" FLUSH

2'-0" MIN. (TYP.)

(SEE NOTE 2)

8" MIN.

1'-0

"

•" FLUSH

POST SPACING (TYP.)

10'-0" MAX.,

5'-0" MIN.,

1'-0

"

2'-0" MIN. (TYP.)

MINIMUM 2'-0" CORNER DIMENSION AS SHOWN.

BATTER AT OBTUSE ANGLE OF U-WING AND PROVIDE A

ABUTMENT CORNER 0 (ZERO) MINIMUM BEYOND BOTTOM OF

BOTTOM OF BATTER AT ACUTE ANGLE OF U-WING. EXTEND

2. EXTEND ABUTMENT CORNER 8" MINIMUM BEYOND

BOTTOM OF DECK

1" MIN. BELOW

TOP OF CHEEKWALL

DIRECTOR, BUR. OF PROJECT DELIVERY

E

E

SEE BD-624M, SHEET 4

FOR SECTIONS G-G AND H-H,

CURB AND BEVEL DETAILS.

FOLLOW DETAILS ON SHEETS 3 AND 10 FOR

SECTION SHOWN WITHOUT INLET PLACEMENT.

CONSTR. JT.

1

1

H

G

DETAILS, SEE SHEET 10 AND BC-708M

FOR 10M BRIDGE BARRIER TRANSITION CONNECTION

1. FOR SECTION E-E, SEE SHEET 6.

G

H

TYPICAL ELEVATION

TYPICAL PLAN (SKEWS 75°)

DETAIL D

DETAIL C

APR.29, 2016APR.29, 2016

STANDARD

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PA TYPE 10M BRIDGE BARRIER

U-WING LAYOUT AND DETAILS

R. C. ABUTMENTS WITHOUT BACKWALL

FOR ADJACENT BEAMS

BRIDGE SEAT

BOTTOM OF DECK

V-NOTCH AT

CONSTR. JT.

MIN.

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

L BRGS.C

PARALLEL TO CL BRGS.

MAKE EXP. JOINT

FOR SKEWS 75°

TUBE RAIL NOT SHOWN

(FOR ADJACENT BOX BEAMS)

CONSTR. JT.

V-NOTCH AND

NOTES:

SKEWS 75°

C BEAML

SKEWS 75°

SKEW

TOP OF BATTER

L BRGS.C

BOTTOM OF BATTER

BOTTOM OF BATTER

BOTTOM OF BATTER

10M

CURB10

M CURB

SEE DETAIL E FOR

SEE DETAIL F FOR

TOP OF BATTER

ANGLE SIDE"

"OBTUSE

ANGLE SIDE"

"ACUTE

1

SEE NOTE 2

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BUREAU OF PROJECT DELIVERY

EXP. JT.

•" FLUSH

2'-0" MIN. (TYP.)

MIN.

1'-0"

(SEE NOTE 2)

8" MIN.

1'-0

"

EXP. JT.

•" FLUSH

POST SPACING (TYP.)

10'-0" MAX.,

5'-0" MIN.,

(TYP.)

MIN.

2'-0"

BOTTOM OF DECK

1" MIN. BELOW

TOP OF CHEEKWALL

MINIMUM 2'-0" CORNER DIMENSION AS SHOWN.

BATTER AT OBTUSE ANGLE OF U-WING AND PROVIDE A

ABUTMENT CORNER 0 (ZERO) MINIMUM BEYOND BOTTOM OF

BOTTOM OF BATTER AT ACUTE ANGLE OF U-WING. EXTEND

2. EXTEND ABUTMENT CORNER 8" MINIMUM BEYOND

DIRECTOR, BUR. OF PROJECT DELIVERY

E

E

U-WINGS FOR ADJACENT BEAMS" DETAIL, SEE BD-624M, SHEET 5.

3. FOR THE "ABUTMENT PLAN - WITHOUT BACKWALL (SKEWS 75°),

CONSTR. JT.

CURB AND BEVEL DETAILS.

FOLLOW DETAILS ON SHEETS 3 AND 10 FOR

SECTION SHOWN WITHOUT INLET PLACEMENT.

SHEET 9 OF 16

1

1

DETAILS, SEE SHEET 10 AND BC-708M

FOR 10M BRIDGE BARRIER TRANSITION CONNECTION

1. FOR SECTION E-E, SEE SHEET 6.

M

L L

M

SEE BD-624M, SHEET 5

FOR SECTIONS L-L AND M-M,

TYPICAL ELEVATION

TYPICAL PLAN (SKEWS 75°)

DETAIL FDETAIL E

APR.29, 2016APR.29, 2016

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

STANDARD

PLAN VIEW

PA TYPE 10M BRIDGE BARRIER

BARRIER TERMINATION DETAILS

GUTTERLINE

ELEVATION VIEW

VARIES

SECTION N-N

VARIES

SECTION N-N

U-WING

GU

TT

ER

LI

NE

PLAN VIEW

GUTTERLINE

ELEVATION VIEW

VARIES

VARIES

GU

TT

ER

LI

NE

(BARRIER ON STRUCTURE)

(BARRIER ON U-WING)

U-WING

SECTION P-P

(BARRIER ON STRUCTURE)

SECTION P-P

(BARRIER ON U-WING)

BARRIER CURB TERMINATION SECTION(WITHOUT INLET PLACEMENT)

C RAILING POST

C ANCHOR BOLTS (SEE SHEET 1)

L

L

END OF CURBEND OF CURB

C RAILING POSTL

C ANCHOR BOLTS (SEE SHEET 1)L

END OF CURB

C RAILING POSTL

C ANCHOR BOLTS (SEE SHEET 1)L

END OF CURB

C RAILING POSTL

C ANCHOR BOLTS (SEE SHEET 1)L

L

L

REINFORCEMENT DETAILS

(AT END OF CURB)

FOR BAR SPACING SEE SHEET 1

FOR BAR SPACING SEE SHEET 1FOR BAR SPACING SEE SHEET 1

BARRIER CURB TERMINATION SECTION(WITH INLET PLACEMENT)

3 EQUAL SPACES

3 EQUAL SPACES

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 10 OF 16

BD-617M

BUREAU OF PROJECT DELIVERY

2'-8"

2"

2"

#4 (SEE DETAIL)

#4

7…

"

#4

#4

10"1'-6"

1'-6" 1

0"

8"

SHEET 1)

(SEE

BOLTS

C ANCHOR

2'-8"

•"

FOR BAR SPACING SEE SHEET 1

1'-1"

8"

1'-6"

#4

2"

2"

#4 (SEE DETAIL)

3" 3"

#4

#4#4

3"

1'-6"

8" 1'-1"

#4

#4

#4

(TYP.)

2" CLR.

REINFORCEMENT

SLAB

1'-6"

2" CLR.

(TYP.)

2" CLR.

(TYP.)

2" CLR.

#4

#4

2'-1"

MI

N.

(T

YP.)

1'-2"

8"

1'-1"

#4

#4

#4

1'-6"

(TYP.)

2" CLR.(TYP.)

2" CLR.

2'-1"

MI

N.

(T

YP.)

1'-1"

(TYP.)

2" CLR.

#4

#4 1'-1"

1'-6"

2'-5ƒ"

1'-6"

•"

1'-1"

2"

2"

#4

3" 3"

#4

#4 (SEE DETAIL)

3"

2"

2"

2'-5ƒ"

1'-6" 1

0"

8"

1'-6" 7ƒ"

7…

"

#4

#4 (SEE DETAIL)

5'-2•"4"

1•"

3"1'-4"

1"

4'-0"

2" (TYP.)

INSIDE RAD.

DIRECTOR, BUR. OF PROJECT DELIVERY

REINFORCEMENT

SLAB

(TYP.)

2'-1" MIN.

(TYP.)

2'-1"

(TYP.)

2'-1"

(TYP.)

2'-1"

BO

T.

OF

DE

CK

V-

NO

TC

H

AT

(SECTION ON BACKWALL SIMILAR)

(WITH OR WITHOUT BATTER)

N

N

P

P

SHEET 1)

(SEE

BOLTS

C ANCHOR

(SECTION ON BACKWALL SIMILAR)

(WITH OR WITHOUT BATTER)

APR.29, 2016APR.29, 2016

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATIONT

SIDEWALK WIDTH

JT. & V-NOTCH

PA TYPE 10M BRIDGE BARRIER

LEVEL CONSTR.

VEHICULAR BARRIER

WIDTH

L

SIDEWALK WIDTH BARRIER SIDEWALK WIDTH

REAR FACE

C SIDEWALK RAIL

REAR FACE

STANDARD

MI

N.

ALTERNATE SIDEWALK DETAIL

0

Ts

(RAKED FINISH)

*

*CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 11 OF 16

BUREAU OF PROJECT DELIVERY

3'-6"

MI

N.

2"

3'-6"

MI

N.

2"

10"

8"

4'-2" ASSUMING 8" HIGH RAISED SIDEWALK

7"

3'-6"

2'-11"

1'-1"

8"

#4 FOR

SEE SHEET 1

SPACING,

2" CLR. (TYP.)

2" CLR.

#4

2"

T+1"

2" MIN. COVER

DIRECTOR, BUR. OF PROJECT DELIVERY

1.5%

1"1" RAD.

SIDEWALK AND DECK SLAB, SEE BD-601M)

(FOR GEOMETRIC AND REINFORCEMENT DETAILS OF THE

(RAKED FINISH)

CONSTR. JT.

OF THE SIDEWALK AND DECK SLAB, SEE BD-601M)

(FOR GEOMETRIC AND REINFORCEMENT DETAILS

BC-701M, BC-711M, OR BC-716M

FOR ADDITIONAL DETAILS, SEE

PROTECTIVE FENCE, OR BARRIER.

PEDESTRIAN RAILING, SIDEWALK

BC-701M, BC-711M, OR BC-716M

FOR ADDITIONAL DETAILS, SEE

PROTECTIVE FENCE, OR BARRIER.

PEDESTRIAN RAILING, SIDEWALK

SIDEWALK DETAILS

BARRIER

(RAKED FINISH)

& V-NOTCH

CONSTR. JT.

(RAKED FINISH)

CONSTR. JT.

OF THE DECK SLAB, SEE BD-601M)

(FOR GEOMETRIC AND REINFORCEMENT DETAILS

VEHICULAR

WIDTH

VEHICULAR

WIDTH

RAISED SIDEWALK DETAILINTEGRAL SIDEWALK DETAIL

ON TOP SIMILAR

LONGITUDINAL REINF.

SHOWN ON TOP.

TRANSVERSE REINF.

APR.29, 2016 APR.29, 2016

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

CONCRETE DECK

1

2

3 INCREASE THICKNESS AS REQUIRED TO PROVIDE MINIMUM REQUIRED COVER

3MIN.

USE ONLY WHEN ROADWAY AND SIDEWALK WIDTHS PERMIT THE HORIZONTAL LEGS

FOR BRIDGES MADE CONTINUOUS FOR LIVE LOAD.

BEND AS REQUIRED TO ACCOMMODATE OVERHANG. SEE BC-736M.

2

STANDARD

PA TYPE 10M BRIDGE BARRIER

BARRIER SIDEWALK WIDTH

ROADWAY)

(OVER UNDERPASS

(OTHER CONDITIONS)

1

VEHICULAR

WIDTH

REAR FACE

BC-716M.

SEE BC-701M, BC-711M OR

FOR ADDITIONAL DETAILS,

FENCE OR BARRIER.

SIDEWALK PROTECTIVE

PEDESTRIAN RAILING,

LC SIDEWALK RAIL

FROM BARRIER

VERTICAL REINFORCEMENT

(RAISED SIDEWALK DETAIL SIMILAR)

MIN. 3

VERTICAL REINFORCEMENT

*

*

*

*

(RAKED FINISH)

& V-NOTCH

CONSTR. JT.

(RAKED FINISH)

& V-NOTCH

CONSTR. JT.

WIDTHS MAY NEED TO BE ADJUSTED TO ACCOMMODATE THIS CONDITION.

OF THE BARRIER BAR TO BE EMBEDDED ENTIRELY WITHIN ONE BEAM. ROADWAY/SIDEWALK

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 12 OF 16

BD-617M

FORM WORK.

FABRICATOR TO AVOID INTERFERENCE WITH BEAM

DIMENSIONS MAY ALSO BE MODIFIED BY PRESTRESS

* VARIES WITH DECK SLAB THICKNESS, T, AND OVERHANG.

BUREAU OF PROJECT DELIVERY

SEE SHEET 1

#4 FOR SPACING,

2" CLR.(TYP.)

#4

2"

FOR OVERHANGS

1" MIN.

2'-1

1"

1'-1"

T, 5•"

#4 FOR SPACING, SEE SHEET 1

T, 5•"

#4

2"

(TYP.)

2" CLR.

BARRIER REINFORCEMENT BARS.

COVER FOR TRANSVERSE DECK

THIS MAY RESULT IN INCREASED

ABOVE GUTTERLINE ELEVATION.

REAR FACE OF BARRIER 1"

SET SIDEWALK ELEVATION AT

CURB WITH CURB DRAIN.

DRAIN RUNOFF THROUGH CONCRETE

**

**

PROVIDE 1" CLR.

ROTATE HOOK TO

FOR OVERHANGS

1" MIN.

TO 8" MAX.

OVERHANG LIMITED

4" (TYP.)8•"

‚"

11"

12"

8•"

2" (TYP.)

INSIDE RAD.

8•"

(TYP.)

4"

4‚"

12"

12" MIN.

11"

‚"

2" (TYP.)

INSIDE RAD.

1" CLR.

TO PROVIDE

ROTATE HOOK

DIRECTOR, BUR. OF PROJECT DELIVERY

NOTE: FOR REINFORCEMENT BAR NOTES SEE SHEET 1.

LEGEND:

BARRIER

WIDTH

VEHICULAR

1.5%, SLOPED TOWARD

1.5%, SLOPED AWAY

ADJACENT BOX BEAM DETAILS 1

T+11‚

"

T+8"

T+8‚

"

T+8"

3'-6"

2'-1

1"

36" & 48" COMPOSITE

ADJACENT BOX BEAMS

SUPPORTING BARRIER

36" & 48" COMPOSITE

ADJACENT BOX BEAMS

SUPPORTING SIDEWALK

IN BOX BEAM

FOR EMBEDMENT

AS REQUIRED

CONFIGURATION

ALTERNATE

BO

X

BE

AM

TO

P

OF

DECK

CONCRETE

TOP OFDECK

CONCRETE

TOP OF

TO 8" MAX.

OVERHANG LIMITED

APR.29, 2016APR.29, 2016

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

SIDEWALK WIDTH

MIN.

(TYP.)

STANDARD

PA TYPE 10M BRIDGE BARRIER

INCREASE THICKNESS AS REQUIRED TO PROVIDE MINIMUM REQUIRED COVER

FOR BRIDGES MADE CONTINUOUS FOR LIVE LOAD.

1

VERTICAL REINFORCEMENT

Ts

SIDEWALK

TOP OF

0

1

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 13 OF 16

BD-617M

BUREAU OF PROJECT DELIVERY

SEE SHEET 1

#4 FOR SPACING,

2" CLR.

#4

3'-6"

8"

T, 5•"0"

2" CLR. (TYP.)

2"

8" MAX.

PROVIDE 1" CLR.

ROTATE HOOK TO

FOR OVERHANGS

1" MIN.

1'-1"

1"

8•"

4" (TYP.)

‚"

(TYP.)

RAD. 2"

INSIDE

11"

DIRECTOR, BUR. OF PROJECT DELIVERY

W8x18

1.5%

1" RAD.

OF THE SIDEWALK, SEE BD-601M.

FOR GEOMETRIC AND REINFORCEMENT DETAILS

FOR REINFORCEMENT BAR NOTES, SEE SHEET 1

Ts

+ 1

0‚

"

Ts

+ 1

0•

"

BARRIER

WIDTH

VEHICULAR

ADJACENT BOX BEAM DETAILS 2

GUTTER LINE

CONSTR. JT. & V-NOTCH (RAKED FINISH)

LEGEND:

36" & 48" COMPOSITE

ADJACENT BOX BEAMS

SUPPORTING ALTERNATE SIDEWALK

(RAKED FINISH)

JT. & V-NOTCH

(LEVEL) CONSTR.

1'-0" NORMAL WEIGHT CONCRETE (TYP.)

1'-3" LIGHT WEIGHT CONCRETE (TYP.)

APR.29, 2016APR.29, 2016

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PA TYPE 10M BRIDGE BARRIER

STANDARD

CONSTRUCTION

JOINT

CONSTR. JT. &

V-NOTCH

T

(RAKED FINISH)

T

PRECAST BOX

TOP OF WEARING COURSE

h

CULVERT

TOP OF

(TYP.)

SECTION 1002.2 (c).

PER PUB.35 BULLETIN 15

MECHANICAL SPLICE AS

APPLIES TO PRECAST CULVERT ONLY

1" R

MECHANICAL SPLICE

MALE END

MECHANICAL SPLICE

FEMALE END

SPLICE

MECHANICAL

MALE END

SPLICE

MECHANICAL

FEMALE END

NUT

ANCHOR BOLT

END FOR

THREADED

SEE NOTE 2 NO

TE 1

SE

E

1.

2.

h

NO

TE 1

SE

E

BOX CULVERT

TOP SLAB

SEE NOTE 2

WEARING COURSE

TOP OF

BOX CULVERT

TOP SLAB

NOTES:

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BD-617M

SHEET 14 OF 16

BUREAU OF PROJECT DELIVERY

(TYP.)

RAD. 2"

INSIDE

IS GREATER THAN 6"

IF TOTAL WEARING COURSE THICKNESS (h)

2 - #4 ADDITIONAL BARS REQUIRED

1'-6"

2'-1

1"

1'-1"

2" CLR. (TYP.)

#4

SEE SHEET 1.

THIS SHEET, FOR SPACING

REINFORCEING DETAIL

#4 SEE VERTICAL

1'-6"

1'-1"

2'-1

1"

SEE SHEET 1.

THIS SHEET, FOR SPACING

REINFORCEING DETAIL

#4 SEE VERTICAL

2" CLR. (TYP.)

#4

2" CLR.

2"

BEDDING MINIMUM

1'-0"

EACH POST

#7, 2 REQ'D.

2" R

8•"

11"

+h

2" R

1'-1•"

1" R

2•

"

11"

+h

2" R

ALL VERTICAL REINFORCEMENT #4

2•"

(TYP.)

DIRECTOR, BUR. OF PROJECT DELIVERY

BOX CULVERT DETAILS

2•

"

1" R

T

+ h

+ 9"

1'-3" LIGHT WEIGHT CONCRETE

1'-0" NORMAL WEIGHT CONCRETE

2'-1"8•"

8•"

1'-

4"

+

h

11"

+ h

4" (TYP.)

‚"

CONC. DECK AND OVERLAY)

(COMBINATION FILL OR 5" MIN. REINF.

TOTAL WEARING COURSE THICKNESS (h)

2•" MIN., 11" MAX.

2. FOR POST AND REINFORCEMENT BAR SPACING, SEE SHEET 1.

NOTES: 1. FOR R.C. CULVERT DETAILS, SEE BD-632M.

FOR T>10": 8" MIN.

FOR T<10": T-2"

C.I.P. CULVERT

T

+ h

+ 9‚

"

VERTICAL REINFORCEMENT

PRECAST CULVERTOPTIONAL

ANCHOR BOLT DETAIL

SECTION - PRECASTSECTION - C.I.P.

R.C. CULVERT AT GRADE

APR.29, 2016APR.29, 2016

TYPICAL ELEVATION

TYPICAL PLAN

SLAB (TYP.)

� GIRDER (TYP.)

L BRG. AND PILESC

F.F.OF ABUT.

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

STANDARD

INTEGRAL ABUTMENT DETAILS

SEE SHEET 1 FOR SPACING

(DETACHED WING )(RECTANGULAR OR TAPERED WING )

NOTE:

OF CURB

AND OUTER FACE

EDGE OF THE DECK

PILE (TYP.)

PA TYPE 10M BRIDGE BARRIER

STEEL I-GIRDERS SHOWN;

P/S CONCRETE GIRDERS SIMILAR

PIPE PILES SHOWN;

H PILES SIMILAR

OUTER FACE OF CURB

EDGE OF DECK AND

GUTTER LINE

SEE BD-667M FOR ALL OTHER INTEGRAL ABUTMENT DETAILS.

GUTTER LINE

SEE SHEET 1 FOR SPACING

FO

R

RAI

LI

NG

PO

ST

SP

ACI

NG

SE

E

SH

EE

T 1

� GIRDER (TYP.)

FO

R

RAI

LI

NG

PO

ST

SP

ACI

NG

SE

E

SH

EE

T 1

L

FO

R

RAI

LI

NG

PO

ST

SP

ACI

NG

SE

E

SH

EE

T 1.

WINGWALL

DETACHED

COMPRESSION SEAL JOINT

PREFORMED NEOPRENE

LPOST

C RAILING

POST

C RAILING

NOT SHOWN, SEE TYPICAL PLAN)

(FOR DIMENSIONS AND CALL OUTS

1

2

SEE BC-709M.

FOR DETAILS OF THE BENT PLATE ON CONCRETE CURB,

1 2

DETACHED WINGWALL PLAN

LPOST

C RAILING

SEE BD-667M, SHEET 4)

(FOR REINFORCEMENT NOT SHOWN

SEAL JOINT AND SLIDING PLATE, SEE BD-667M, SHEET 4.

FOR DETAILS OF THE PREFORMED NEOPRENE COMPRESSION

3

3

3

4

4 L

L

PLATE

OR C RAILING POST TO EDGE OF FIXED END OF SLIDING

C RAILING POST TO EDGE OF RECESS IN CONCRETE (SHOWN)

REINFORCEMENT

VERTICAL CURB

SEE BD-667M, SHEET 5, TABLE 1.

FOR TAPERED WINGWALL REINFORCEMENT:

SEE SECTION J-J

FOR RECTANGULAR WINGWALL REINFORCEMENT:

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

BUREAU OF PROJECT DELIVERY

#7 @ 8" 1'-0"4'-0"

1'-8

"

3" CLR.

1'-0"

3"

1'-4"

#5 @ 12" MAX.

#5 @ 12" MAX.

#6 @ 8" MAX.

4'-0"

#5 @ 12" MAX.

WI

TH

OU

T I

NL

ET

PL

AC

EM

EN

T

2'-5ƒ

"

WI

TH I

NL

ET

PL

AC

EM

EN

T

2'-8"

1'-0

"1'-0"

4'-0"

2'-0"

2'-0"

VARIES

2'-

1"

#4 CURB REINFORCEMENT

#5 (TYP.)

#4 CURB REINFORCEMENT

VARIES

2'-

1"

#5 (TYP.)#6 TYP.

4"

8•"

4"

11"

8•

"

4'-

4ƒ

"

3'-

8"

‚"

‚"

2" (

TY

P.)

IN

SI

DE

RA

DI

US

WI

TH

OU

T I

NL

ET

PL

AC

EM

EN

T

2'-5ƒ

"

WI

TH I

NL

ET

PL

AC

EM

EN

T

2'-8"

2"

1'-0"

6" MIN., 1'-0" MAX.

4'-0"

2'-0"

2'-0"

(BEND BARS TO CLEAR END

OF BEAMS IF NECESSARY) (BEND BARS TO CLEAR END OF BEAMS

WINGWALL REAR FACE REINFORCEMENT.

IF NECESSARY)

USE SAME DIAMETER AND SPACING AS

REAR FACE

FRONT FACE

AB

UT

ME

NT

FR

ON

T F

AC

E

CL

R.

DIRECTOR, BUR. OF PROJECT DELIVERY

SHEET 15 OF 16

SECTION K-K SECTION N-N

SECTION J-JSECTION L-L

1'-8‚"

NEOPRENE SPONGE

1" CLOSED CELL

APPROACH SLAB

ADDITIONAL DETAILS

OF 35, SECTION B-B FOR

SEE BD-628M SHEET 35

2'-10‚"MI

N.

NEOPRENE SPONGE

1" CLOSED CELL

APPROACH SLAB

CONSTR. JOINT

OPTIONAL

MI

N.

CONSTR. JOINT

OPTIONAL

FOR CURB AND BEVEL DETAILS.

PLACEMENT, FOLLOW DETAILS ON SHEETS 3 AND 10

SECTION SHOWN WITHOUT INLET PLACEMENT. WITH INLET

1'-8‚"

3"FRONT FACE

CL

R.

1'-8‚"

3" CLR.

1'-4"

1'-8

"

1'-0"

1'-0"

BD-667M, SHEET 5, TABLE 1

FOR REINFORCEMENT SEE

ADDITIONAL DETAILS

OF 35, SECTION B-B FOR

SEE BD-628M SHEET 35

1'-8‚" WINGWALL

1'-6" BARRIER

1'-8‚" WINGWALL

1'-6" BARRIER

SEE BD-667M SHEET 5 FOR LOCATION OF SECTIONS J-J AND L-L.

SEE BD-667M SHEET 5 FOR LOCATION OF SECTIONS K-K AND N-N.

APR.29, 2016APR.29, 2016

BD-617M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

PROVISIONS FOR FUTURE LIGHTING

MOUNTING

HEIGHT

ANCHOR BOLT

CIRCLE DIA.ANCHOR BOLT

DIAMETER

*

L

L

ANCHOR ANGLES

L

(TYP.)

L

L

C RAIL TUBE L

THREAD EACH END,

SPRING LOCK WASHER AS

REQ'D., TOP ONLY.

PA TYPE 10M BRIDGE BARRIER

BASE PL

C RAIL TUBE

L

C RAILING POST

LEVELING PAD

*

* C LIGHTING POLE, C LIGHTING POLE SUPPORT L

CO

NC

RE

TE

STANDARD

R.

(T

YP.)

R.

(T

YP.)

LIGHTING POLE ANCHORAGE DETAILS

R.

(T

YP.)

R.(T

YP.)

A

A

1 2

3 4

B B

B

REINFORCEMENT TABLE

MARK LENGTH NUMBER

1 1

TYPE A

1 1

2 1

4 1

2 2

2 2

4 2

8 2

SIZE B

4

4 3

2 4

-----

-----

-----

-----

BASE PLATE

*

1 1

1 1

C

C

-----

-----

-----

-----

-----

-----

-----

-----

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED SHEET 16 OF 16

BUREAU OF PROJECT DELIVERY

6'-6"

4 7'-5"

4'-5"

4'-11"

5'-2•"

9'-1•"

10'-11"

7'-9"

8'-8"

3'-2•"

3'-8•"

4'-2"

401

402

403

404

405

406

407

408

409

501

502

503

4

5

4

4

4

4

4

4

4

5

5

2'-7"

3'-6"

5"

11"

2'-7•"

2'-7"

3'-6"

1'-0"

1'-6"

1'-11•"

1'-7•"

1'-7•"

1'-8"

1'-8"

2'-3"

2'-3"

2'-3"

9"

9"

9"

0"

6•"

6•"

6•"

1"15"50'-0" MAX.

2'-6" 2'-6"

3'-6"

1'-9•"

3'-

6"

2"2"

4" FOR #4 BARS

5•" FOR #5 BARS

4"4"

(SEE NOTE 9)

1'-6‚"

1'-0" 1'-0"

IN PEDESTAL

1" DRAIN GROOVE

1'-9" 1-402 OR 1-409

4-406

2-407

2"| CONDUIT (TYP.)

1'-7"

(TYP.)

4-503 (SHOWN),

4-404 & 4-405 11"

1'-9•" 11"

1'-3ƒ"1'-3ƒ"

6"

2'-7"2'-7"

6"

2" (TYP.)

501 THRU 503

2'-6‚" (TYP.)9•" (TYP.)

CHAMFER (TYP.)

ƒ"xƒ"

407

409

402

401

408

406

405

403 & 404 @ 6•"

2"| CONDUIT (TYP.)

2'-3"

1'-1"

CU

RB

CO

NC

RE

TE

ƒ" (

TY

P.)

1"

10•"

3…

"

BASE PLATE

TOP OF

BOLTS ABOVE

FOR ANCHOR

2" PROJECTION

6"

1'-9"

401

1'-1"

408

2"

2ƒ

"

2" MIN.

•"

403 OR 404

402

1"

2" MIN. COVER (TYP.)

1•"

407

OR 503

501 OR 502

4-ANCHOR BOLTS, 5"

BASE PLATE

HEX. NUTS, 2"| x ‰"

4 x4 x •x 2'-0"

MIN.

T +1" 2"| CONDUIT

405

DE

CK

409

(SEE NOTE 9)

LIGHTING POLE SUPPORT,

406

2" MIN. COVER

(SEE NOTE 9)

LIGHTING POLE SUPPORT,

DIRECTOR, BUR. OF PROJECT DELIVERY

Q

Q2-502 (SHOWN), 2-403 & 2-405

1-408

1-401 OR

TYP.

1'-6‚"

LINE

GUTTER

NUTS

LEVELING

LEVEL

REINFORCEMENT NOT SHOWN FOR CLARITY)

(RAILING POST, TUBES, BARRIER AND DECK

HANDHOLE

POLE

C LIGHTING

PAD

LEVELING

C LIGHTING POLE SUPPORT

C LIGHTING POLE,

CU

RB

CO

NC

RE

TE

FINISH)

V-NOTCH (RAKED

CONSTR. JT.AND

LEVELING PAD

HANDHOLE

REINFORCEMENT BAR NOTES

NOTES:

REINFORCEMENT DETAILS

•"

1'-6"

1101.04.

THE REQUIREMENTS OF

OF COUPLING MEETING

THREAD FULL LENGTH

NC FREE FIT CLASS 2.

(8 THREADS PER INCH)

MIN. OR HEAVY BOLTS

4-COUPLINGS 3" LONG

PAD IS 1".

HEIGHT OF LEVELING

EDGES OF PAD. MINIMUM

LEVELING NUTS. TOOL

TRULY VERTICAL USING

AFTER SETTING POLE

CONCRETE WITH GROUT

POLE BASE PLATE AND

FILL SPACE BETWEEN

ELEVATION

SECTION Q-Q

PLAN

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

EFFECTS.

LUMINAIRE DEFLECTION MUST BE EVAULATED FOR DYNAMIC

FOR LIGHTING POLE LOCATIONS WITHIN A SPAN, THE

BOTH FASCIA AND FIRST INTERIOR BEAM.

BE DESIGNED BY THE ENGINEER TO DISTRIBUTE LOAD TO

SUPPORT DETAIL. LIGHTING POLE SUPPORT, IF NEEDED, TO

BD-658M FOR PIER DETAILS TO HELP DEVELOP LIGHT POLE

ABUTMENTS. REFER TO BD-655M FOR ABUTMENT DETAILS AND

PREFERRED LOCATION FOR LIGHTING POLES IS AT PIERS AND

TYPE 10M BRIDGE BARRIER NOT SHOWN, SEE SHEET 1.

FOR GEOMETRIC AND REINFORCEMENT DETAILS OF THE PA

CONDUIT.

PROVIDE A MINIMUM OF 2 1/2 " CONCRETE COVER FOR

PROVIDE 2" CLEAR ON ALL REINFORCEMENT UNLESS NOTED.

USING LEVELING NUTS.

SET LIGHTING POLES TRULY VERTICAL WITH BASES LEVEL

CONFORM ANCHOR MATERIALS TO 1101.4 PUB. 408.

INSTALLATIONS.

SEAL CONDUIT AND PROTECT THREADS FOR FUTURE LIGHTING

CHART ON THIS SHEET.)

MANUFACTURER. (FOR FUTURE LIGHTING PROVISIONS, SEE

BOLT DIAMETER AS REQUIRED BY LIGHTING POLE

BEFORE THE SURROUNDING CONCRETE IS PLACED. ANCHOR

ALIGNMENT AND SECURELY BRACE AGAINST DISPLACEMENT

BY THE MANUFACTURER, TO THE CORRECT ELEVATION AND

SET ANCHOR BOLTS ACCURATELY BY THE TEMPLATE FURNISHED

PUBLICATION 408.

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH

IS MEASURED TO THE INSIDE EDGE OF THE REINFORCEMENT BAR.

3. RADIUS, R=2", FOR #4 BARS AND R=3" FOR #5 BARS,

ACCORDANCE WITH PUBLICATION 408, SECTION 709.

2. ALL REINFORCEMENT BARS SHALL BE EPOXY COATED IN

MEASURED ALONG THE OUTSIDE EDGE.

1. DIMENSIONS ALONG CURVED PORTIONS OF BAR ARE

2-501 (SHOWN) & 2-405

(BARRIER REINFORCEMENT NOT SHOWN FOR CLARITY)

APR.29, 2016APR.29, 2016