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BC-713M

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

BUREAU OF DESIGN

NOTES:

MISCELLANEOUS DETAILS

STANDARD

ENGLISH VALUES SHOWN MAY NOT BE MIXED.

MUST BE USED ON PLANS. METRIC AND

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES

TYPICAL SECTION

SHEET 1 OF 13

NUT AND LOCK WASHER.L

(1’-6")

THREADED ANCHOR STUDSL

REAR FACE

(8")

450

200 140

W200x46 (W8x31)

RAILING POST

579

L

330

50

(

2")

HORIZONTAL SLOTS.

635

(2’-1")

165

50

(2")

LC 19 (�")| HOLE

(1’-10�

")

(1’-1")

6

(�

")

(6�

")

25 (1") BASE PL

(5�")

C 32x45 (1�"x1�")

PA BRIDGE BARRIER

DETAIL A

(1�")

(�

")

(1�

")

4040

12

R = 12 (�")

AND FRONT FACE OF POST

C ANCHOR BOLTL

12

(�

")

600 (2’-0")

25

NOT SHOWN FOR CLARITY)

(BASE PLATE AND ANCHOR BOLTS

CHAMFER

20x20 (�"x�")

(1")

L

L

1270

(4’-2")

C RAILING POSTL

6000 (20’-0") MIN., 12 000 (40’-0") MAX.

L

L

IN RAILING POST (TYP.)

L

C RAILING POSTL

TYPICAL RAIL PANELC RAIL JOINT

POST

C RAILING

LC RAILING

POST

C RAILING JOINT

19 (�")| HOLE

JOINTS (TYP.)

AT FLUSH JOINTS.

2285 (7’-6") MAX., 1225 (4’-0") MIN.

POST SPACING

(3’-8")

1120

(3’-8")

1120

WITH SLIDING PLATE 1

(1’-0") MAX. AT JOINTS

200 (8") MIN., 300

WITHOUT EXPANSION DAMWITH EXPANSION DAM

CURB

CONCRETE

350 (1’-2") MAX.

250 (10") MIN.,

JOINT) (TYP.) 2

(ON ONE SIDE OF

32x45 (1�"x1�")SLOTTED HOLE

2285 (7’-6") MAX.

1225 (4’-0") MIN.,

TYPICAL PA BRIDGE BARRIER ELEVATION

(TYP)

(2’-1")

635

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)

NOTES (CONT’D):

WITH INLET PLACEMENT SIMILAR)

(WITHOUT INLET PLACEMENT SHOWN;

SHEET 5.SEE DETAIL,EACH POST (TYP)DELINEATOR AT

L

RAIL TUBE (TYP.)

(TS 5x4x�")

TS 127x102x9.5

SEE BC-712M

DETAILS,

FOR TRANSITION

SEE BC-712M

DETAILS,

FOR TRANSITION

C 2-19.1 (�")| x 60 (2�")

C 15.9 (�")| BOLT WITH HEX

AND LOCK WASHERS (TYP)HEX NUTS, CLIPPED WASHERS,(WELDED TO RAIL TUBE), WITH

(TYP.)(SEE SHEET 5)

AS REQUIRED.

U-WASHER

SHEET.

BE USED) SEE NOTE 10 ON THIS

ANCHOR BOLT PER BC-734M MAY

HEAVY HEX NUTS. (TYPE B

ASTM A 563/A 563M GRADE DH

PROJECTION AND

ANCHOR BOLTS WITH 85 (3�")

GRADE 724 MPA (GRADE 105 KSI),

(1’-10") ASTM F 1554

C 2-28.6 (1�")| x 555

ANCHOR BAR (TYP.)

2

BARRIER WALL

END OF

900 (3’-0")

MIN (TYP.)

CURB DRAIN

C SCUPPER OR METALL

WALL

BARRIER

END OF

FOR DELINEATOR

IN RAILING POST

BARRIER WALL GEOMETRY DETAIL

450 (1’-6")

BA

RRI

ER

WA

LL

WEB (SEE DETAIL A)

WELD ACCESS HOLE THROUGH

40x40 (1�"x 1�")

THROUGH WEB

WELD ACCESS HOLE

NO LESS THAN 22 (�") TO MEET THIS TOLERANCE.

THICKER PLATE MATERIAL AND MILL THE BASE PLATE TO A THICKNESS OF

AFTER WELDING IS COMPLETED. THE CONTRACTOR MAY ELECT TO USE

IS 3 (�") CHECKED BETWEEN EDGES OF THE PLATE IN ANY DIRECTION

14. THE OUT OF FLATNESS TOLERANCE FOR THE POST BASE PLATES

GRIND SMOOTH TO PROVIDE VERTICAL AND FLAT SURFACES ALONG THE HOLE.

13. IF FLAME CUTTING OR PLASMA CUTTING IS USED TO CREATE SLOTTED HOLES,

FOR U-WASHER DETAIL.

AND POST. SNUG-TIGHTEN ALL THREADED ANCHOR STUDS. REFER TO SHEET 5

U-SHAPE WASHERS PROVIDING A SNUG-FIT CONNECTION BETWEEN THE RAIL

B. INSTALL RAILING PROVIDING A SMOOTH FACE TO TRAFFIC. INSTALL

ADDITIONAL 1/3 TURN USING A WRENCH.

A. SNUG TIGHTEN ALL ANCHOR BOLTS. TIGHTEN THE NUTS AN

12. BOLT TIGHTENING PROCEDURES ARE AS FOLLOWS:

BARS USE ASTM A 709/A 709M, GRADE 250 MPA (GRADE 36 KSI) STEEL.

GRADE 250 MPA (GRADE 36 KSI) WASHER WITH 33 (1�") DIA HOLE. FOR ANCHOR

ALTERNATIVELY USE A RECTANGULAR 10x50x75 (�"x2"x3"), ASTM A 709/A 709M

ASTM F 436/F 436M, 57 (2�") O.D. CLIPPED WASHER AT THE TOP OR

STRENGTH. USE ASTM A 563/A 563M, GRADE DH HEAVY HEX NUTS. USE ONE

INCLUDING THE SUPPLEMENTARY REQUIREMENT, S5, FOR CHARPY IMPACT

REQUIREMENTS OF ASTM F 1554, GRADE 724 MPA (GRADE 105 KSI),

11. FOR ANCHOR BOLTS, USE 28.6 (1�") DIA BOLTS CONFORMING TO THE

REQUIREMENTS OF ASTM A 709/A 709M, GRADE 250 MPA (GRADE 36 KSI) STEEL.

GRADE 250 MPA (GRADE 36 KSI) WASHER. U-WASHERS SHALL MEET THE

USE A 5 (�") LOCK WASHER ON EACH STUD AND A 10 (�") ASTM A 709/A 709M,

ASTM A 108. USE HEX NUTS MEETING THE REQUIREMENTS OF ASTM A 563/A 563M.

AUTOMATIC WELDED THREADED ANCHOR STUDS MEETING THE REQUIREMENTS OF

10. FOR BARRIER RAIL TO POST CONNECTION AND SIDEWALK RAIL CONNECTION, USE

WELDING NOT COVERED IN D1.5-2002.

CODE D1.5-2002, EXCEPT USE AASHTO/AWS BRIDGE WELDING CODE D1.1-2002 FOR

9. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF AASHTO/AWS BRIDGE WELDING

THAN 1.0 (0.040") FOR THE REMAINING 75% OF THE END AREA.

AREA MUST FIT WITHIN 0.8 (�") OF THE BASE PLATE WITH NO GAP MORE

A MINIMUM OF 25% OF THE POST WEB AND COMPRESSION FLANGE END

8. MILL TO BEAR IS DEFINED AS FOLLOWS:

BOTTOM SIDE OF THE TUBE.

DIFFERENCE BETWEEN THE TWO CORNERS AT THE OPPOSITE END OF THE

THE TUBE PARALLEL TO THE SURFACE PLATE AND NOTING THE HEIGHT

RECTANGULAR TUBE ON A FLAT SURFACE PLATE WITH THE BOTTOM SIDE OF

NOTE - TWIST IS MEASURED BY HOLDING DOWN ONE END OF SQUARE OR

IN THE FIRST 1 METER (3 FEET) AND IN EACH ADDITIONAL 1 METER (3 FOOT).

FROM OVER 101.6 TO 152.6 (4" TO 6") INCLUSIVE: 2.42 (0.087") MAX TWIST

B. TWIST: SPECIFIED DIMENSION OF THE LONGEST SIDE IN MILLIMETERS (INCHES)

OF THE TOTAL LENGTH DIVIDED BY 5.

BE 10.4 TIMES THE NUMBER OF METERS (�" TIMES THE NUMBER OF FEET)

A. STRAIGHTNESS: THE PERMISSIBLE VARIATION FOR STRAIGHTNESS SHALL

7. STEEL TUBE TOLERANCES:

6. THE RAILING TUBES ARE SHOP BENT OR FABRICATED TO FIT HORIZONTAL CURVE.

ACCORDANCE WITH ASTM A 153 OR ASTM B 695.

ASTM A 153 FOR CLASS C MATERIAL. GALVANIZE ALL ANCHOR HARDWARE IN

AND NUTS USED WITH THE STUDS SHALL MEET THE REQUIREMENTS OF

ACCORDANCE WITH ASTM A 123, EXCEPT COATING ON THREADED STUDS

SLEEVES IN ACCORDANCE WITH ASTM A 123. GALVANIZE RAIL TUBES IN

SHOWN ON THE PLANS. GALVANIZE POSTS, ANCHOR BARS AND SPLICE

ACCORDANCE WITH SECTION 1105.02(s), PUBLICATION 408 UNLESS OTHERWISE

5. ALL RAILING COMPONENTS SHALL BE GALVANIZED (AFTER FABRICATION) IN

(GRADE 50 OR 50W KSI).

M 270/M 270M (ASTM A 709/A 709M) GRADE 345 OR 345W MPA

4. PROVIDE RAILING POSTS AND BASE PLATES IN ACCORDANCE WITH AASHTO

3. PROVIDE RAILING TUBES IN ACCORDANCE WITH ASTM A 500 GRADE B.

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

NOTED. U.S. CUSTOMARY UNITS IN ( ) PARENTHESES.

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE

CHIEF BRIDGE ENGINEER

RECOMMENDEDRECOMMENDED

CHAMFER

(�"x�")

20x20

OR

25 (1") R

DIRECTOR, BUREAU OF DESIGN

POST DETAIL

SEE POST DETAIL

W200x46 (W8x31)

RAILING POST

POST SPACING (SEE NOTE 18)

300 (1’-0") MIN.

OFFSET, RAILING

SEE NOTE 17

THAT MEET THE REQUIREMENTS OF ASTM A 615M, A 996M, OR A 706M.

24. ALL REINFORCEMENT STEEL BARS SHOWN ARE SOFT CONVERTED METRIC SIZES

MEETING THE REQUIREMENTS OF SECTION 705.8, PUBLICATION 408.

BETWEEN THE METAL SURFACES AND THE CONCRETE WITH CAULKING COMPOUND

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

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

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

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

21. PROVIDE RAIL TUBES CONTINUOUS OVER NOT LESS THAN THREE RAILING POSTS. NO

SPLICES, UNLESS OTHERWISE REQUIRED FOR EXPANSION.

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

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

DETAILS, SEE SHEET 5.

19. FOR ANCHOR BAR, DELINEATOR, ANCHOR STUD, U-WASHER AND RAIL-TO-POST

OF THE RAIL, EXPANSION JOINTS AND DRAINAGE SCUPPERS.

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

18. ONE OR MORE 2285 (7’-6") MAX. POST SPACINGS MAY BE REDUCED TO 1225 (4’-0")

AND 750 (2’-6") MAXIMUM FROM THE CENTERLINE OF THE RAILING POSTS.

17. THE CENTERLINE OF THE RAIL TUBE SPLICE TO A POST IS TO BE 450 (1’-6") MINIMUM

16. FOR POST TO BASE PLATE WELDING DETAILS, SEE SHEET 2.

15. FOR RAIL TUBE SPLICE DETAILS, SEE SHEET 2.

REFERENCE DRAWINGS

BC-712MCONNECTION

THRIE-BEAM TO PA BRIDGE BARRIER TRANSITIONOCT.26, 2010 OCT.26, 2010

(4")

102

LC RAIL SPLICE (SYM.)

MIN.(TYP.)

300 (1’-0")

B

B

32 (1�") MIN. AT ALL OTHER LOCATIONS

DAM DESIGN MOVEMENTS PLUS 12 (�").

JOINT OPENING TO MATCH EXPANSION

ALTERNATE SIDEWALK RAIL

(AT ALTERNATE SIDEWALK)

SPLICE TABLE)

B (SEE RAIL

SPLICE TABLE)

A (SEE RAIL

RAIL SPLICE TABLE

(RAIL TUBE)

A

(SPLICE TUBE)

B

450

(1’-6")L

(TYP.)

OF SPLICE ONLY

HOLE AT HIGH SIDE

C 12 (�")| DRAIN

SIDEWALK

NUT AND LOCK WASHER.

(1’-6")

THREADED ANCHOR STUDS

L

REAR FACE

(8")

L

450

200140

25 (1") BASE PL

SIDEWALK

SECTION B-B

POST TO BASE PLATE WELD

DETAIL C

RAIL SPLICE

DETAIL B

75

DRILL AND TAP FOR

SQUARE HEAD CONICAL

POINT SET SCREW (HARD)

150

(6")

(3")

(�") (�")

33 O.D.

(1.06")

CARBON STEEL - ASTM A 513 OR A 519

10 | x 20 LONG

(3")

75

(1�")

TUBING (27 I.D.)

SIDEWALK RAIL ROD SPLICE

FOR SPLICES AT OTHER LOCATIONS

EXPANSION JOINTS IN SUPERSTRUCTURE. 12 (�")

SAME AS OPENING IN BARRIER FOR SPLICES ACROSS

(TYP.)

(5")

102

(4")

127

SPLICE TUBE

RAIL TUBE9.5 7.9

W200x46 (W8x31)

RAILING POST

579

L

330

50

(2")

635

(2’-1")

165

50

(2")

LC 19 (�")| HOLE

(1’-10�

")

(1’-1")

6

(�

")

(6�

")

(3�

")

100

(4")

90

BC-713M


BUREAU OF DESIGN




STANDARD

SHEET 2 OF 13

W200x46 (W8x31)

RAILING POST(5�")

(TS 5x4x�")

TS 127x102x9.5

(TS 4x3x�")

TS 102x76x7.9

6 (�")

(TS 5x4x�")

TS 127x102x9.5

(TS 4x3x�")

TS 102x76x7.9

(TS 2x2x�")

TS 51x51x6.4

( 1�

")35

(1�

")

110

(4�

")

55

(2�")

10

(�")

45

(1�")

40

27

(

1�

")

SIDEFRONT

R.=29 (1�")

POINT SET SCREW (HARD)

SQUARE HEAD CONICAL

(�")| x 20 (�") LONG

DRILL AND TAP FOR 10

19

(�")

HORIZONTAL SLOTS

TS 51x51x6.4 (TS 2x2x�) RAIL SPLICE SIMILAR

(TS 127x102x9.5 (TS 5x4x�) RAIL SPLICE SHOWN;

C 32x45 (1�"x1�")

PA BRIDGE BARRIER

AND FRONT FACE OF POST

C ANCHOR BOLTL

5050

PLATE

C BASE

14

51

45

TRAFFIC SIDE

COMPRESSION FLANGE

100 100

(4") (4")

(5�

")

(5�

")

(1�")

40

18

51

85

200

(2") (8") (2")

(6") (6")

150 150

8

8

(�)

(�)

L

L

L

SIDEWALK RAIL ROD (TYP)

IN WEB FOR 25 (1")|

29 (1�")| HOLE

25 (1") THICK PLATE

(3")

102

(4")

76

3 (�")

(TYP.)

(�")

3 (�")(�")

SHEET 5

SEE DETAIL,

EACH POST (TYP.)

DELINEATOR AT

(TYP)

DETAIL SEE SHEET 2)

(FOR ANCHOR PLATE

SIDEWALK RAIL ROD

IN WEB FOR 25 (1")|

29 (1�")| HOLE

ROD 250 MPA (36 KSI)

30x30 (1�"x1�")

L

RAIL TUBE (TYP.)

(TS 5x4x�")

TS 127x102x9.5

GRADE 250 MPA (GRADE 36 KSI)

ASTM A 709/A 709M,

25 (1")| SIDEWALK RAIL ROD

F 1554 GRADE 724 MPA (GRADE 105 KSI),

TYPE

MAIN RAIL

RAIL

SIDEWALK

R.=22 (�")

H.S. BOLT (TYP)

12.7 (�")|

IN WEB FOR

16 (�")| HOLE

C 15.9 (�")| BOLT WITH HEX

C 2-19.1 (�")| x 60 (2�")

C 2-28.6 (1�")| x 555 (1’-10") ASTM

28.6 (1�") DIA ANCHOR BOLT

C 2-35 (1�")| HOLES FOR

ANCHOR BAR (TYP.)

(TYP.)(SEE SHEET 5)

U-WASHER AS REQUIRED

AND LOCK WASHERS (TYP)

HEX NUTS, CLIPPED WASHERS,

(WELDED TO RAIL TUBE), WITH

SEE SHEET 3.

NOTE: FOR SIDEWALK RAIL DETAILS,

ANCHOR PLATE DETAIL

SIDEWALK RAIL ROD

NOTES:

(�")

8

(7�

")

(7�

")

TABS REQUIRED

CJP (BACK GOUGE) RUN-OFF

MISCELLANEOUS RAILING DETAILS

50

(2")

SEE NOTE 10 ON SHEET 1.

(TYPE B ANCHOR BOLT PER BC-734M MAY BE USED)

ASTM A 563/A 563M GRADE DH HEAVY HEX NUTS.

ANCHOR BOLTS WITH 85 (3�") PROJECTION AND

ANCHOR BOLT HOLES)

POST FLANGES BETWEEN THE

C BASE PLATE (CENTER THE

WELD ACCESS HOLE THROUGH WEB

WEB (SEE DETAIL A ON SHEET 1)


40x40 (1�"x 1�")

SUBJECT TO SHOP DRAWING APPROVAL.

CAST OR OTHER TYPE OF ANCHOR PLATE

2. IN LIEU OF FABRICATED ANCHOR PLATE, USE

1. SEE SHEET 1 FOR NOTES.

14 (�")| HOLE



SHEET 1)

(SEE NOTE 8 ON

MILL TO BEAR

ON BOTTOM OF SLEEVE

SPRING PIN (DRIVE FIT)

STAINLESS STEEL

OR 40 x 9.5| (1�" x �"|)

WELDED NO THREAD STUD

9.5| x 20 (�"| x �")

ASTM A 108


ALTERNATE BARRIER SECTION

ALTERNATE POST DETAIL

OCT.26, 2010 OCT.26, 2010

BC-713M


BUREAU OF DESIGN

NOTES:

STANDARD

W200x46 (W8X31)

RAILING POST

(1’-6")

450

L

BASE PL

SHEET 5

POST.(TYP.)SEE DETAIL,

DELINEATOR AT EACH

BASE PL

(1’-6")

450

BARRIER SECTION

BARRIER SECTION

SIDEWALK

SIDEWALK

RAISED SIDEWALK RAIL




L

SHEET 5

POST.(TYP.)SEE DETAIL,

DELINEATOR AT EACH

SHEET 3 OF 13

REAR FACE

12

70

(4’-

2")

50 (2")

(RAKED FINISH)

CONSTR. JT.

REAR FACE

10

70

(3’-

6")

50 (2")

(RAKED FINISH)

CONSTR. JT.

ELEVATION-POST

W200x46 (W8x31)

RAILING POST

579

LC 19 (�")| HOLE

(1’-10�

")

(4")

100

(3�

")

90

(�

")

6 (2")

50

(1’-1")

330

(2’-1")

635

(2")

50

(6�

")

165

HORIZONTAL SLOTSL

(2")

50

(1’-1")

330

165

(6�

")

HORIZONTAL SLOTSL

635

(2’-1")

(3�

")

90

6

(�

")

(4")

100

(2")

50

579

(1’-10�

")

W200x46 (W8x31)

RAILING POST

C 19 (�")| HOLEL

SIDEWALK RAIL ROD

IN WEB FOR 25 (1")|

29 (1�")| HOLE

ELEVATION-POST

75

AA

A A

C 32x45 (1�"x1�")

(3�

")

85

75

(3")

(3")

C 32x45 (1�"x1�")

120

(4�

")

PA BRIDGE BARRIER

SECTION A-A

W200x46 (W8X31)

RAILING POST

L102x76x9.5 (L4x3x�")

RAIL SUPPORT ANGLE

L

L

RAIL TUBE (TYP.)

(TS 5x4x�")

TS 127x102x9.5

HORIZONTAL SLOTS

L 20x30 (3/4"x1�")C

RAIL

L

(T

YP)

(1�

")

45

(2�

")

(2�

")

55

55

L

NOT SHOWN FOR CLARITY.

NOTE: SIDEWALK RAIL RODS

FOR DELINEATOR MOUNT

C 19 (�")| HOLEL

10

70

AFTER INSTALLATION

CAULKING COMPOUND

CONNECTION WITH

OF RAIL-TO-POST

SEAL TOP AND SIDES

ROADWAY

ROADWAY

CLIPPED WASHERS, AND LOCK WASHERS (TYP.)

(AT RAISED (200 (8")) SIDEWALK)

RAIL TUBE (TYP.)

(TS 5x4x�")

TS 127x102x9.5

L

L


ON SHEET 5)

(SEE U-WASHER DETAIL

FOR INSTALLATION

AND POST AS REQUIRED

U-WASHER BETWEEN RAIL

H.S. BOLT (TYP)

FOR 12.7 (�")|

16 (�")| HOLE IN WEB

H.S. BOLT (TYP)

FOR 12.7 (�")|

16 (�")| HOLE IN WEB

C 2-28.6 (1�")| x 555 (1’-10") ASTM

SIDEWALK HEIGHT)

FOR NON-STANDARD

(ADJUST LOCATION

HORIZONTAL SLOTS

C 20x30 (�"x1�")

AND LOCK WASHER

WITH HEX NUT

C 15.9 (�")| BOLT

(TYP.)(SEE SHEET 5)


WASHERS, AND LOCK WASHERS (TYP.)

TUBE), WITH HEX NUTS, CLIPPED

ANCHOR STUDS (WELDED TO RAIL

C 2-19.1 (�")| x 60 (2�") THREADED

ANCHOR BAR (TYP.)

TYPICAL SIDEWALK RAIL

(TYP.)(SEE SHEET 5)


ANCHOR BAR (TYP.)

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

C 2-19.1 (�")| x 60 (2�") THREADED ANCHOR


(AT TYPICAL SIDEWALK)



ASTM A 563/A 563 M GRADE DH HEAVY HEX NUTS.







C 2-28.6 (1�")| x 555 (1’-10") ASTM

10. FOR ANCHOR STUD DETAILS, SEE SHEET 5.

9. FOR WELDING DETAILS, SEE SHEET 2.

8. FOR ADDITIONAL NOTES, SEE SHEET 1.

7. FOR SIDEWALK RAIL TUBE SPLICE DETAILS, SEE SHEET 2.

6. THE RAILING TUBES ARE SHOP BENT OR FABRICATED TO FIT HORIZONTAL CURVE.

1105.02(s), PUBLICATION 408 UNLESS OTHERWISE SHOWN ON THE PLANS.

5. ALL RAILING COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION

(GRADE 50 OR 50S KSI).

AASHTO M 270/M 270M (ASTM A 709/A 709M) GRADE 345 OR 345S MPA

4. PROVIDE RAILING POSTS AND BASE PLATES IN ACCORDANCE WITH

3. PROVIDE RAILING TUBES IN ACCORDANCE WITH ASTM A 500 GRADE B.

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



LOCK WASHERS

HEX NUTS, CLIPPED WASHERS, AND

THREADED ANCHOR STUDS WITH

FOR 2-7.9 (�")| x 60 (2�")

C 2-12.7 (�")| HOLES IN ANGLE

SIDEWALK RAIL TUBE

(TS 2x2x�")

TS 51x51x6.4



40x40 (1�"x 1�")



40x40 (1�"x 1�")

(3’-

6")

(SEE NOTE 13 ON SHEET 1)

CLIPPED WASHER AND LOCK WASHER

19.1 (�")| x 60 (2�") LG STUD W/HEX NUT,

SLOTTED HOLE IN W200 (W8) FLANGE FOR

C 32x45 (1�"x1�") VERTICAL AND FLAT




RAIL TUBE

SIDEWALK

(TS 2"x2"x�")

TS 51x51x6.4

RAIL TUBE

SIDEWALK

(TS 2"x2"x�")

TS 51x51x6.4

OCT.26, 2010 OCT.26, 2010

BC-713M


BUREAU OF DESIGN




STANDARD

SHEET 4 OF 13

BC-720M ALUMINUM OR STEEL BRIDGE HAND RAILING

NOTES:

TOP VIEW

ROADWAY

SIDEWALK

END OF RAIL DETAILS

RAIL TUBE CAP DETAIL

600

(2’-0")

600

(2’-0")

PA BRIDGE BARRIER

(WITHOUT INLET SHOWN; WITH INLET SIMILAR)

(ANCHOR BOLTS OMITTED FOR CLARITY)

(FOR SECTION VIEW, SEE SHEET 1)

TOP VIEW

SIDEWALK

L

W200x46 (W8X31)

C RAILING POST

W200x46 (W8X31)

C RAILING POST L

TABLE 1

MEMBER(THKxHxW)

RAIL TUBE CAP

FOR PA BRIDGE BARRIER

RAIL TUBE CAP SIZES

L102x76x9.5 (L4x3x�")

RAIL SUPPORT ANGLE

GUTTERLINEGUTTERLINE

BC-712M

ASSEMBLY SEE

CONNECTION PLATEBC-712M

ASSEMBLY SEE

CONNECTION PLATE

200

(8")

SIDEWALK

RAIL TUBE

(TS 2x2x�")

TS 51x51x6.4

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 2x2x�")

TS 51x51x6.4

(TS 5x4x�")

TS 127x102x9.5

(TS 2x2x�")

TS 51x51x6.4

(PL �"x3�"x4�")

PL 5x92x117

(PL �"x1�"x1�")

PL 5x41x41

(GRADE 36 KSI)

GRADE 250 MPA

A 709/A 709M,

RAIL ROD ASTM

25 (1") | SIDEWALK

(GRADE 36 KSI)

GRADE 250 MPA

ASTM A 709/A 709M

RAIL ROD

25 (1") | SIDEWALK


ASTM A 709/A 709M

25 (1") | SIDEWALK RAIL RODGRADE 250 MPA (GRADE 36 KSI)

ASTM A 709/A 709M

25 (1") | SIDEWALK RAIL ROD

TYPE

MAIN RAIL

RAIL

SIDEWALK

(2’-

0")

L

W200x46 (W8X31)

C RAILING POST

TOP VIEW

ROADWAY

L

W200x46 (W8X31)

C RAILING POST

GUTTERLINE

CAP DETAIL)

(SEE RAIL TUBE

RAIL TUBE CAP

BC-712M

ASSEMBLY SEE

CONNECTION PLATE

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

150°

600

L

W200x46 (W8X31)

C RAILING POST W200x46 (W8X31)

C RAILING POST L

(6")

225685 150

LENGTH

DEVELOPED

(2’-3")

160°

685

260

(2’-3")

ALONG BOTTOM OF RAIL

CHORD LOCATION MEASURED

DETAIL A(TOP RAIL ONLY)

CAP DETAIL)

(SEE RAIL TUBE

RAIL TUBE CAP

150°

CAP DETAIL)

(SEE RAIL TUBE

RAIL TUBE CAP

150°

(1’-7")

485

(9")

(6")

225 150

LENGTH

DEVELOPED

(2’-3")

(1’-7")

485

(9")

685

(6")

225 150

LENGTH

DEVELOPED

(2’-3")

(1’-7")

485

(9")

685

(10�")

GUIDE RAIL TO BRIDGE BARRIER TRANSITIONS

235

(9�

")

117

PL 5x117x92

FOR DRAINAGE

5 (�")

COPE CORNERS 19 (�")

(PL�x4�x3�")

RAIL TUBE MEMBER

ELEVATION VIEWEND VIEW

RAIL TUBE CAP

(TYP.) (GRIND SMOOTH)

RAIL TUBE CAP,

(4�")

C

PL 12x90x555

(2�")

(BEYOND)

RAIL TUBE MEMBER

L 22.2 (�")| BOLT (A307)

(TS 5x4x�")

TS 127x102x9.5

(PL �"x3�"x 1’-10")55

BOLT AND PL 12x90x555 (PL �"x3�"x1’-10")

TOP RAIL TUBE SIMILAR BUT WITHOUT

BOTTOM RAIL TUBE MEMBER SHOWN,

(3�

")

92

(BARRIER WALL NOT SHOWN)(BARRIER WALL NOT SHOWN) (BARRIER WALL NOT SHOWN)

ANCHOR PLATE (SEE DETAIL ON SHEET 2) ANCHOR PLATE (SEE DETAIL ON SHEET 2)

OUTSIDE FACE. SHOW SPECIFIC WELD SYMBOL ON SHOP DRAWINGS.

5. COMPLETE JOINT PENETRATION GROOVE WELD. GRIND FLUSH ON


TRANSITION CONNECTION, SEE BC-712M AND RC-50M.

3. FOR THRIE-BEAM RAIL TO PA BRIDGE BARRIER

PUBLICATION 408.

2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH

U.S. CUSTOMARY UNITS IN () PARENTHESES.

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.



160°160° 160°

(TYP.)

SEE DETAIL A

ALTERNATE SIDEWALK RAIL ELEVATIONTYPICAL SIDEWALK RAIL ELEVATIONTYPICAL RAIL ELEVATION

CPJ

(SEE NOTE 5)


(FOR CHORD ANGLES SEE ALTERNATE SIDEWALK RAIL ELEVATION)




(FOR CHORD ANGLES SEE ALTERNATE SIDEWALK RAIL ELEVATION)




REFERENCE DRAWINGS

BC-712M

RC-50M

CONNECTION

THRIE-BEAM TO PA BRIDGE BARRIER TRANSITION

OCT.26, 2010 OCT.26, 2010

BC-713M


BUREAU OF DESIGN




STANDARD

SHEET 5 OF 13BC-720M ALUMINUM OR STEEL BRIDGE HAND RAILING

RC-50M

NOTES:

600

(2’-0")

PA BRIDGE BARRIER




TOP VIEW

ROADWAY

SIDEWALKW200x46 (W8X31)

C RAILING POST L

GUTTERLINE

ANCHOR BAR DETAIL

DELINEATOR DETAIL

45 +/_

40 +/_

SHEETING

RETROREFLECTIVE

TYPE V

19+/

_

125 (5

")(MI

N.)

130 (5�

")(MAX.

)

55 (2�

")(

MI

N.)

80 (3�

")(

MA

X.)

85 (3�")(MAX.)

(1�")+/_

(1�

")+/

_

70 (2�")(MIN.)

(�

")+/

_

ANCHOR STUD DETAIL

10 THREADED

SECTION

185

145

145(1’-3")

(7�

")

(5�

")

(5�

")

(1�")

(3�")

90

45

375

L

30 (1�")| HOLE (TYP.)

L

(T

YP)

(1�

")

45

RAIL

L

(2�

")

(2�

")

55

55

BASE PLATE

C W200 (W8) POST AND

(W8x31) POST

C W200x46

L

DELINEATOR MOUNT

C 19 (�")| HOLE FOR

AFTER INSTALLATION

CAULKING COMPOUND

CONNECTION WITH

OF RAIL-TO-POST

SEAL TOP AND SIDES

22+/

_

(�

")+/

_

75 (3")

BC-712M

ASSEMBLY SEE

CONNECTION PLATE

RAIL TUBE

(TS 2x2x�")

TS 51x51x6.4

110 200

(8")(4�")

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

RAIL TUBE

(TS 2x2x�")

TS 51x51x6.4

RAIL TUBE

(TS 5x4x�")

TS 127x102x9.5

THIS SHEET)

U-WASHER DETAIL

INSTALLATION (SEE

REQUIRED FOR

RAIL AND POST AS

U-WASHER BETWEEN

50 (2")

IN

ST

AL

LA

TI

ON

AS

RE

QUI

RE

D

FO

R

10 (�

")

MA

X

3 (�

")

MI

N

U-WASHER DETAIL


ROD ASTM A 709/A 709M,

25 (1") | SIDEWALK RAIL


ROD ASTM A 709/A 709M,

25 (1") | SIDEWALK RAIL

MIN

75 (

3")

MIN

ROADWAY SIDE

(�")

W200x46 (W8X31)

C RAILING POST L

SHEET 4)

CAP DETAIL

(SEE RAIL TUBE

RAIL TUBE CAP

150°

L102x76x9.5 (L4x3x�")

RAIL SUPPORT ANGLE

GUIDE RAIL TO BRIDGE BARRIER TRANSITIONS

(6")

225685 150

LENGTH

DEVELOPED

(2’-3")

(1’-7")

485

(9")

ANCHOR PLATE (SEE DETAIL ON SHEET 2)

(BARRIER WALL NOT SHOWN)

U-WASHER NOTES:

TYPICAL RAIL TO POST DETAIL

ANCHOR BOLT

C 28.6 (1�")|

(�"x3�"x1’-3")(TYP.)

ANCHOR BAR 10x90x375


L

ANCHOR STUD DETAIL

12 THREADED

SECTION

RAIL TUBE

(�")

WELDED STUD

19.1 (�")| x 60 (2�")

BARRIER RAIL

WELDED STUD

7.9 (�")| x 60 (2�")

SIDEWALK RAIL

RAIL TUBE

SIDEWALK

2. PROVIDE ONE U-WASHER PER STUD AS REQUIRED.

IN THE FIELD.

1. THIS U-WASHER IS PROVIDED TO ADJUST FOR "FIT" PROBLEMS

(SEE NOTE 13 ON SHEET 1)

CLIPPED WASHER AND LOCK WASHER

19.1 (�")| x 60 (2�") LG STUD W/HEX NUT,

SLOTTED HOLE IN W200 (W8) FLANGE FOR

C 32x45 (1�"x1�") VERTICAL AND FLAT




160°

RAISED SIDEWALK RAIL ELEVATION


TRANSITION CONNECTION, SEE BC-712M AND RC-50M.

3. FOR THRIE-BEAM RAIL TO PA BRIDGE BARRIER

PUBLICATION 408.

2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH



REFERENCE DRAWINGS

BC-712M

CONNECTION


OCT.26, 2010 OCT.26, 2010

CONSTR. JT.

NOTES:

BC-713M


BUREAU OF DESIGN




A

SLIDING PL.

100 (4")

75

(3")

SECTION A-A

(�")20 RECESS

(�")

CONCRETE INSERTS

L SCREWS ANDC

o

OPEN

JOINT

MIN.

100

(4")

A

SLIDING PL.

o + 25 (1")

(SEE NOTE 2)

IN CONCRETE

6

B

B

(SEE NOTE 3)

100 (4") MIN.

CONSTR. JT.

C

250

LOW SIDE

OF DAM

HIGH SIDE

OF DAM

100

IN CONCRETE

o + 25

(10")

(4")

(�")20 RECESS

(1")

(�")

CONCRETE INSERTS

L SCREWS ANDC

225

(9")

SLIDING PL.

100 (4")

75

(3")

SECTION C-C

(�")20 RECESS

(�")

CONCRETE INSERTS

L SCREWS ANDC

100

(4")

C

100 (4") MIN. (SEE NOTE 3)

SLIDING PL.

o + 25 (1")

(SEE NOTE 2)

IN CONCRETE

6

B

B

SECTION B-B

GUTTER LINE

GUTTER LINE

BC-762M

SIDEWALK

(RAILING POST AND TUBE RAILS NOT SHOWN)

150 (6")

(SEE NOTE 3)

100 (4") MIN.

CONCRETE INSERTS

SCREWS AND

CONCRETE INSERTS

SCREWS AND

(SLIDING)

PL.12 BENT

BENT (SLIDING)

PL. 12 (�")

(�

")

225

(9")BENT (SLIDING)

PL. 12 (�")

(�

")

STANDARD

CURB

CURB

CONSTR. JT.

250

LOW SIDE

OF DAM

HIGH SIDE

OF DAM

100

IN CONCRETE

(10")

(4")(�")20 RECESS

(�")

CONCRETE INSERTS

L SCREWS ANDC

225

(9")

300

SLIDING PL.

100 (4")

75

(3")

SECTION C-C100 (4") MIN. (SEE NOTE 3)

6

SECTION D-D

(T

YP.)

CONCRETE INSERTS

SCREWS AND

(SLIDING)

PL.12 BENT

BENT (SLIDING)

PL. 12 (�")

(�")

6

(�

")

-12°C (10°F) FOR P/S CONCRETE.

EDGE OF CONCRETE AT TEMP. OF -23°C (-9°F) FOR STEEL AND

3. MAINTAIN 100 (4") MIN. BETWEEN EDGE OF STEEL TO THE

AT END OF ALTERNATE SIDEWALK SIMILAR)

(AT GUTTER LINE SHOWN;

SHEET 6 OF 13

(SLIDING)

PL.12 BENT

PLAN - SKEW ANGLE 75°

100 (4")+ (TYP.)

DEPTH OF INSERT

1. FOR SEE BC-762Mo

D

D

(SLIDING)

PL.12 BENT

PLAN AT SIDEWALK- SKEW ANGLE 75°

(AT SIDEWALK SHOWN; AT RAISED SIDEWALK SIMILAR)



100 (4")+ (TYP.)

DEPTH OF INSERTS

SLIDING PL

SIDEWALK

A

(�")20 RECESS

CONCRETE INSERTS

L SCREWS ANDC

o

OPEN

JOINT

MIN.

100

(4")

ASLIDING PL.

o + 25 (1")

(SEE NOTE 2)

IN CONCRETE

B

B

(SEE NOTE 3)

100 (4") MIN.

GUTTER LINECURB

AT END OF ALTERNATE SIDEWALK SIMILAR)

(AT GUTTER LINE SHOWN;


100 (4")+ (TYP.)

DEPTH OF INSERTS

C

(�")20 RECESS

(�")

CONCRETE INSERTS

L SCREWS ANDC

C

(SEE NOTE 2)

IN CONCRETE

B

B

GUTTER LINE

CURB

(SLIDING)

PL.12 BENT

o SIN B+25 (1")

(MIN. 50 (2"))

o SIN B+25 (1")

(MIN. 100 (4"))

(SEE NOTE 3)

o + 25 (1")

100 (4")

(6")

150

D

D

B

(SLIDING)

PL.12 BENT(�")

BAR 50 (2")BAR 50 (2")BAR 50 (2")

(AT SIDEWALK)

(AT RAISED SIDEWALK)

(AT RAISED SIDEWALK SHOWN; AT SIDEWALK SIMILAR)

PA BRIDGE BARRIER AT TOOTH EXPANSION DAMPA BRIDGE BARRIER

TROUGH

TROUGH

SIDEWALK

TROUGH

ROADWAY

TROUGH

SIDEWALK

TROUGH

ROADWAY

(12")

300

STUD IS 75 (3").

4. MAXIMUM DISTANCE FROM EDGE OF EXTENSION OR BEND TO FIRST

300

(12")

SLIDING PL

SIDEWALK


150

(6")

(12")

DETAILS AT TOOTH EXPANSION DAM

ALLOW BENT SLIDING PLATE TO MOVE FREELY WITHOUT FRICTION.

PAINT WA-1 OR PERFORMANCE GRADED ASPHALT CEMENT PG 64-22 TO

PROVIDE SMOOTH SURFACE. APPLY ONE COAT OF ASPHALT CEMENT

2. FORM CONCRETE RECESS AREA IN BARRIER WALL AND GRIND TO

SLIDING PL.

SLIDING PL.



DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS

AND STEEL BEAM BRIDGES

TOOTH EXPANSION DAM FOR PRESTRESSED CONCRETEOCT.26, 2010 OCT.26, 2010

CONSTR. JT.

BC-713M


BUREAU OF DESIGN

BC-767M




250

LOW SIDE

OF DAM

HIGH SIDE

OF DAM

100

IN CONCRETE

(10")

(4")

(�")20 RECESS

(�")

CONCRETE INSERTS

L SCREWS ANDC

SECTION A-A

100 (4") MIN. (SEE NOTE 3)

60°

100

100

(4")(4")

150 150 150

(6") (6") (6")

(11")

275

LIMITS OF BLOCKOUT

APPROVAL STAGE.

DISTRICT BRIDGE ENGINEER AT THE SHOP DRAWINGS

AVAILABLE, REQUEST SPECIFIC LENGTH APPROVAL FROM THE

* IF 250 (10") STUDS CANNOT BE ACCOMMODATED IN THE SPACE

CONSTR. JT.

SECTION C-C

100

100

(4")(4")

150 150 150

(6") (6") (6")

(11")

275

LIMITS OF BLOCKOUT

STEEL EXTRUSION

(TYP.)

60°

CONCRETE INSERTS

SCREWS AND

EXTRUSION

STEEL

CONCRETE INSERTS

SCREWS AND

EXTRUSION

STEEL

16 (�")| X 250 (10") STUDS (TYP.)*

16 (�")| X 250 (10") STUDS (TYP.)*

15 (�")

BENT (SLIDING)

PL. 12 (�")

15 (�")

15 (�")

BENT (SLIDING)

PL. 12 (�")

(SLIDING)

PL.12 BENT

225

(9")

225

(9")

STANDARD

CONSTR. JT.

SECTION C-C

100

100

(4")(4")

150 150 150

(6") (6") (6")

(11")

275

LIMITS OF BLOCKOUT

STEEL EXTRUSION

(TYP.)

60°

CONCRETE INSERTS

SCREWS AND

EXTRUSION

STEEL

15 (�")

BENT (SLIDING)

PL. 12 (�")

15 (�")

225

(9")

SLIDING PL.

(RAILING POST AND TUBE RAILS NOT SHOWN) SHEET 7 OF 13

100 (4")+ (TYP.)

DEPTH OF INSERT

(AT SIDEWALK)


SECTION B-B

JOINT WIDTH + 5 (�")

MIN. DESIGN TEMP.

MAX. JOINT OPENING AT

100 (4")+ (TYP.)

DEPTH OF INSERT

75 (3")

100 (4")+ (TYP.)

DEPTH OF INSERT

NOTES:

AT TEMP. OF -23°C (-9°F) FOR STEEL AND -12°C (10°F) FOR P/S CONCRETE.

3. MAINTAIN 100 (4") MIN. BETWEEN EDGE OF STEEL TO THE EDGE OF CONCRETE

SLIDING PL.

125 (5")

STUDS (TYP.)*

16 (�")| X 250 (10")


(�")20 RECESS

(SEE NOTE 2)

IN CONCRETE

(SEE NOTE 3)

100 (4") MIN.

MIN. DESIGN TEMP.



100

(4")

A

BCURB

A

B

GUTTER LINE

CONCRETE INSERTS

L SCREWS AND

(SLIDING)

PL.12 BENT(�")

(�")20 RECESS

CONCRETE INSERTS

L SCREWS AND

100

(4")

B

(SEE NOTE 2)

IN CONCRETE

A A

B

(�")

(SEE NOTE 3)

100 (4") MIN.

(SLIDING)

PL.12 BENT

CURB

MIN. DESIGN TEMP.



GUTTER LINE


(�")20 RECESS

CONCRETE INSERTS

L SCREWS ANDC

100

(4")

B

(SEE NOTE 2)

IN CONCRETE

C C

B

SIDEWALK

(SEE NOTE 3)

100 (4") MIN.

D

D

150 (6")

CURB

SLIDING PL.

SIDEWALK

MIN. DESIGN TEMP.





(SLIDING)

PL.12 BENT(�")


GUTTER LINE


D CURB

(�")20 RECESS

CONCRETE INSERTS

L SCREWS ANDC

100

(4")

B

(SEE NOTE 2)

IN CONCRETE

C

C

B

(SEE NOTE 3)

100 (4") MIN.

D

SLIDING PL.

SIDEWALK

MIN. DESIGN TEMP.



(�")

GUTTER LINE

(6")

150

(SLIDING)

PL.12 BENT

PA BRIDGE BARRIER AT NEOPRENE STRIP SEAL DAM

PA BRIDGE BARRIER

C

300

(12")

C

300

(12")

300

(12")

4. MAXIMUM DISTANCE FROM EDGE OF EXTENSION OR BEND TO FIRST STUD IS 75 (3").

IN CONCRETE

12 (�") RECESS

1. FOR SECTION D-D DETAILS, SEE SHEET 8.

150

(6")

(T

YP.)

CEMENT PG 64-22 TO ALLOW BENT SLIDING PLATE TO MOVE FREELY WITHOUT FRICTION.

APPLY ONE COAT OF ASPHALT CEMENT PAINT WA-1 OR PERFORMANCE GRADED ASPHALT

2. FORM CONCRETE RECESS AREA IN BARRIER WALL AND GRIND TO PROVIDE SMOOTH SURFACE.

STRIP SEAL DAM

DETAILS AT NEOPRENE




CONCRETE AND STEEL BEAM BRIDGES

NEOPRENE STRIP SEAL DAM FOR PRESTRESSEDOCT.26, 2010 OCT.26, 2010

BC-711M

BC-713M


BUREAU OF DESIGN




STANDARD

NOTES:

250

LOW SIDE

OF DAM

HIGH SIDE

OF DAM

100

IN CONCRETE

(10")

(4")

(�")20 RECESS

(�")

C

SECTION D-D

225

(9")

SECTION F-F

150 150 150

(6") (6") (6")

LIMITS OF BLOCKOUT

CONCRETE INSERTS

SCREWS AND

EXTRUSION

STEEL

(TYP.)

60°

SLIDING PL.

15 (�")

BENT (SLIDING)

PL. 12 (�")

16 (�")| X 250 (10")STUDS (TYP.)*

BENT (SLIDING)

PL.12

CONCRETE INSERTS

L SCREWS AND

(RAILING POST AND TUBE RAILS NOT SHOWN)

APPROVAL STAGE.

DISTRICT BRIDGE ENGINEER AT THE SHOP DRAWINGS

AVAILABLE, REQUEST SPECIFIC LENGTH APPROVAL FROM THE

* IF 250 (10") STUDS CANNOT BE ACCOMMODATED IN THE SPACE

100 (4")MIN.(SEE NOTE 3)

CONSTR. JT.(LEVEL)

SHEET 8 OF 13

250

LOW SIDE

OF DAMHIGH SIDE

OF DAM

100

IN CONCRETE

(10")

(4")

(�")20 RECESS

(�")

C

100 (4") MIN. (SEE NOTE 3)

SECTION E-E

INSERTS

CONCRETE

L SCREWS AND

(SLIDING)

BENT

PL.12

SLIDING PL.

250

HIGH SIDE

OF DAM

100

IN CONCRETE

(10")

(4")

(�")20 RECESS

(�")

C

100 (4") MIN. (SEE NOTE 3)

SECTION D-D

SLIDING PL.

(AT SIDEWALK)


BENT (SLIDING)

PL.12

CONCRETE INSERTS

L SCREWS AND

MIN. DESIGN TEMP.



OF DAM

LOW SIDE

MIN. DESIGN TEMP.



100 (4")+ (TYP.)

DEPTH OF INSERT

(4")

100

(4")

100

(11")

275


MIN. DESIGN TEMP.


1. FOR LOCATION OF SECTION D-D, SEE SHEET 7.

AT TEMP. OF -23°C (-9°F) FOR STEEL AND -12°C (10°F) FOR P/S CONCRETE.

3. MAINTAIN 100 (4") MIN. BETWEEN EDGE OF STEEL TO THE EDGE OF CONCRETE

(�")20 RECESS

CONCRETE INSERTS

L SCREWS ANDC

100

(4")

E

(SEE NOTE 2)

IN CONCRETE

F F

E

(SEE NOTE 3)

100 (4") MIN.

SIDEWALK

SLIDING PL.

150 (6")

CURB

MIN. DESIGN TEMP.



PLAN AT ALTERNATE SIDEWALK- SKEW ANGLE 75°

(SLIDING)

PL.12 BENT(�")

PLAN AT ALTERNATE SIDEWALK- SKEW ANGLE 75°

(�")20 RECESS

CONCRETE INSERTS

L SCREWS ANDC

100

(4") E

(SEE NOTE 2)

IN CONCRETE

F

F

E

(SEE NOTE 3)

100 (4") MIN.

CURB

MIN. DESIGN TEMP.



(SLIDING)

PL.12 BENT(�")

GUTTER LINE

PA BRIDGE BARRIER AT NEOPRENE STRIP SEAL DAM

300

(12")

4. MAXIMUM DISTANCE FROM EDGE OF EXTENSION OR BEND TO FIRST STUD IS 75 (3").

IN CONCRETE

12 (�") RECESS

IN CONCRETE

12 (�") RECESS

IN CONCRETE

12 (�") RECESS

BC-767M

ALUMINUM PROTECTIVE BARRIER

CEMENT PG 64-22 TO ALLOW BENT SLIDING PLATE TO MOVE FREELY WITHOUT FRICTION.

APPLY ONE COAT OF ASPHALT CEMENT PAINT WA-1 OR PERFORMANCE GRADED ASPHALT

2. FORM CONCRETE RECESS AREA IN BARRIER WALL AND GRIND TO PROVIDE SMOOTH SURFACE.

PA BRIDGE BARRIER

STRIP SEAL DAM

DETAILS AT NEOPRENE

CONCRETE AND STEEL BEAM BRIDGES

NEOPRENE STRIP SEAL DAM FOR PRESTRESSED

SLIDING PL.




OCT.26, 2010 OCT.26, 2010

BC-711M

L

3 (�

")

CL

R.

DETAIL A

BC-713M


BUREAU OF DESIGN




STANDARD

C 15.9 (�")| BOLTS

L

C PROTECTIVE

RAILING POST

W250x49 (W10x33)

W152x8.04 (W6x5.40)

TREAD PL 5 (�")

L127x76x9.5 (L5x3x�")

(TYP. PANEL)

L127x76x9.

5 (

L5x3x�

)

TUBE RAIL

(4’-

2")

ELEVATION

450

60

0 (2’-

0")

L

C PROTECTIVE

TUBE RAIL

(INSIDE FACE)

TREAD PL. 5 (�")

C C

(1’-6")

L

C PROTECTIVE

L

W152x8.04 (W6x5.40)

SHEET 9 OF 13

TYP.

DETAIL B

SECTION C-C

PL. 5 (�")

TREAD

(L5x3x�)

L127x76x9.5

(L5x3x�)

L127x76x9.5

LEG OF

5 (�")

TREAD PL

2285 (7’-6") MAX.

SPACING (TYP.)

THIS SHEET

SEE DETAIL B,

SECTION A-A

6 (�)

40 (1�")

(INSIDE FACE)

SECTION A-A

(WITH ALTERNATE SIDEWALK)

(TYPICAL)

NOTE: FOR DETAILS NOT SHOWN, SEE SECTION A-A (TYPICAL).

(INSIDE FACE)

TREAD PL. 5 (�")

RAILING POST

W250x49 (W10x33)

SL

AB

DE

CK

SIDEWALK

600 (2’-0") 1200 (4’-0")

(12)

300

(TYP.)

W152x8.04 (W6x5.40)

SL

AB

DE

CK

SECTION A-A)

TYP. (SEE

ANCHOR BOLTS,

RAILING POST

C

BC-734M ANCHOR SYSTEMS

SECTION B-B: PLAN

50 (2") 50 (2")

(3")

75

SECTION

RAILING END

SECTION

TYPICAL POST

70 (2�")

L

EXTEND 6’-0"

BEND AT TOP AND

C152x5.4 (C6x3.63)

(C6x3.63)

C152x5.4

(TYP.)

CS152x6.0 (CS6x4.03)

(C6x3.63)

C152x5.4

C 15.9 (�")| A325 BOLTS (TYP.)

PROTECTIVE BARRIER POST

W152x8.04 (W6x5.40)

RAILING POST

W250x49 (W10x33)

B

40 (1�")

(INSIDE FACE)

TREAD PL. 5 (�")

890 (2’-11")

890 (2’-11")

(TYP.)

(CS6x4.03)

CS152x6.0

B

SEE DETAIL A, THIS SHEET

890 (2’-11")

146 (5�")

3 SPA. @

(GALV.)(TYP.)

A325 BOLTS

15.9 (�")|

SL

AB

DE

CK

1270 (4’-2")

2670 (8’-9")

B

40 (1�")

890 (2’-11")

890 (2’-11")

B

SEE DETAIL A, THIS SHEET890 (2’-11")

146 (5�")

3 SPA. @

2670 (8’-9")

1270 (4’-2")

TUBE RAIL

12

70

PA BRIDGE BARRIER

ALUMINUM PROTECTIVE BARRIER AT PA BRIDGE BARRIER

2015 (6’-7�

")

2015 (6’-7�

")

PL.(GALV.)

12 (�") FILL

12

CLR

(�")

(GALV.)(TYP.)

FOR 15.9 (�")| H.S. BOLTS

L 17.5 (�")| HOLES

(TYP.)

FOR 15.9 (�")| BOLTS

C 17.5 (�")| HOLES

FILL PL

RAILING POST (TYP.)

BARRIER POST AND

RAILING POST (TYP.)

BARRIER POST AND

RAILING POST (TYP.)

BARRIER POST AND

L

RAIL TUBE (TYP.)

(TS 5x4x�")

TS 127x102x9.5

CONNECTION PL.

(�"x6"x14")

12x152x355

(L 5x3x�")

L 127x76x9.5

(ALUMINUM)

CONNECTION PL.

(�"x6"x14")

12x152x3555 (�)

GALVANIZED

(GRADE 36 KSI),

GRADE 250 MPA

ASTM A 709/A 709M,

12 (�") FILL PL.


(�)

10

5 (�)

TYP.

L127x76x9.5 (L5x3x�"),

6 (�)

6 (�)

C 2-28.6 (1�")| x 555 (1’-10") ASTM

BA

RRI

ER

WA

LL

RE

AR

FA

CE

OF

BARRIER WALL

FRONT FACE OF

BA

RRI

ER

WA

LL

BA

RRI

ER

WA

LL


ALUMINUM PROTECTIVE

BARRIER DETAILS

CONNECTION IS MADE.

FACE OF NUT AFTER

TO BE BURRED OFF AT

THREADS OF BOLTS








OCT.26, 2010 OCT.26, 2010

POST AND BASE PLATE(AT ALUMINUM BARRIER)

NOTES:

BC-711M

BC-713M


BUREAU OF DESIGN




STANDARD

SHEET 10 OF 13

200 (8")200 (8")

MIN. MIN.

MIN.

JOINT OPENING

250 (10")

30

DETAIL C

TREAD P 5 (�")

(3�")

95

G

GALVANIZED BOLTS

ELEVATION

LENGTH BASED ON JOINT OPENING

20 (�") CONCRETE RECESS-

SECTION J-J

(4")

100

P

6 (�")

6 (�")

6 (�")

6 (�")

C 15.9 (�")|LDISTANCE BASED ON JOINT OPENING

WITH PUBLICATION 408.

2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE


1 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

STIFFENER L 75 x 6 (3" x�")P

MODIFIED HERE.

PROTECTIVE BARRIER AS SHOWN ON BC-711M, EXCEPT AS

4. PROVIDE ALL COMPONENTS AND DETAILS OF ALUMINUM

GALVANIZED STEEL BOLTS COME IN CONTACT WITH ALUMINUM.

CONFORMING TO SECTION 1113.03(h), TYPE II, WHEREVER

ALSO PROVIDE FABRIC BUSHINGS WITH MATERIAL

COMPONENTS COME IN CONTACT WITH GALVANIZED STEEL.

TYPE I, BETWEEN CONTACT SURFACES WHEREVER ALUMINUM

THICKNESS CONFORMING TO PUB. 408, SECTION 1113.03 (h),

3. PROVIDE ELASTOMERIC PADS OR WASHERS 3 (1/8") MIN.

SPACING

MIDWAY BETWEEN BOLTS AT 300 (12")

STIFFENER L 75 X 6 (3" X�") PLACED

NOTE:

REQUIRED FOR LARGER MOVEMENTS.

EXPANSION JOINT AT PIERS

C

GRADE

ROADWAY

L

L

(L5x3x�")

L127x76x9.5

(6")

150

STIFFENER PL.(TYP.)

C

(6")

150

JJ

POST

PROTECTIVE BARRIER

L W152x8.04 (W6x5.40)C

POST

PROTECTIVE BARRIER

L W152x8.04 (W6x5.40)

5 (�")(TYP.)

TREAD PLATE

5 (�")(TYP.)

TREAD PLATE

(SLIDING)

12 (�")

BENT PLATE

BAY

(12") TYP. EA.

BOLTS @ 300

15.9 (�")|

5. EXPANSION DETAILS, SLOTTED OPENINGS, AND CLEARANCES SHOWN ARE

25 (1")SEE DETAIL C

(1�")

90

(3�")

C

POST MOUNTING ON GRADE

NOTE:

�"

WALL

TOP OF BARRIER

TREAD P TO

3 ( )MAX.:

(L5x3x�")

L127x76x9.5

5 (�

")

TR

EA

D

P

L

L

L

SET TRULY VERTICAL

L ALUMINUM BARRIER POST

SP

A.

300 (12")

ALUMINUM BARRIER POST

W152x8.04 (W6x5.40)

65 (2�") @ 20°C (68°F)

(SEE DETAIL C)

15.9 (�") BOLTS

REAR PL. ONLY FOR

SLOTTED HOLES IN

C 20x125 (�"x5")

P 6x185 (�"x7�")

L

L

BOTTOM ANGLES TO RUN PARALLEL TO ROADWAY GRADE.

TO ROADWAY GRADE. ALUMINUM BARRIER RAILS AND

OF PA TUBE RAILS TO PERMIT RAILS TO BE PARALLEL

BARRIER POSTS TRULY VERTICAL. ADJUST WELDED STUDS

SET PA BRIDGE BARRIER POSTS AND ALUMINUM PROTECTIVE

5 (�")

TREAD PL

ALUMINUM PROTECTIVE BARRIER AT PA BRIDGE BARRIER

(1’-1�")

350

AND BASE PLATES NOT SHOWN IN ELEVATION VIEW.

FOR CLARITY, W250x49 (W10x33) RAILING POSTS, RAIL TUBES,

250 50

(�")

12

(9�") (2")

(2�")

200

(8") (2")

5062

150

(6")

162

(6�")

PLATE

C BASEL

18

51

85

14

51

45

(5�

")

(5�

")

L (4")

100

(4")

100

(�")| HOLE IN TREAD PL.

PL. 6x185 (�"x7�") AND 20

(�"x5") SLOTTED HOLES IN

AND PLATE WASHERS. C 20x125

HEX JAM NUT, HEX NUT (HANDTIGHT),

L 15.9 (�") | BOLTS WITH

PL.

12 (�") FILL

(W10x33)

W250x49

ELEVATION-POST

578

HORIZONTAL SLOTS.

330

50

(

2")

635

(2’-1")

165

50

(2")

LC 19 (�")| HOLE

(1’-10�

")

(1’-1")

7

C 32x45 (1�"x1�")L

(�

")

(6�

")

250

(9�")

25 (1") THICK PLATE

40

(1�

")

3

SP

A.

@

146 (5�

")

CL 17.5 (�")| HOLES (TYP.)

SHOWN ON DETAIL C, SHEET 2.

NOTE: ATTACH POST TO BASEPLATE AS

450 (1’-6")

BARRIER WALL.

INTEGRAL WITH CONCRETE

PAD AT PA POST BASE P,

12 (�") MIN. LEVELING

28.6 (1�")| ANCHOR BOLT

C 2-35 (1�")| HOLES FOR

370 (1’-2�

")

(7�

")

(7�

")

50

(2")

BARRIER WALL

CONCRETE

TOP OF PA


PA BRIDGE BARRIER

ALUMINUM PROTECTIVE

BARRIER DETAILS

TRAFFIC SIDE

L

ANCHOR BOLT HOLES)

POST FLANGES BETWEEN THE

C BASE PLATE (CENTER THE



40x40 (1�"x 1�")

W250x49 (W10x33)

RAILING POST

ALL EXPANSION JOINT DETAILS SHOWN AND PROVIDE SPECIAL DETAILS AS

FOR MOVEMENTS UP TO 50 (2") EXPANSION OR 50 (2") CONTRACTION. ADJUST




OCT.26, 2010 OCT.26, 2010

BC-713M


BUREAU OF DESIGN




PRECAST PANEL

FRONT FACE OF

2440 (8’-0") (MIN.)

#16 @ 240 (#5 @ 9�") MAX.

TOP AND BOTTOM

130 (5�") (MIN.)

PANEL THICKNESS

(12")

60 (2�")

CLR.

EQ.

EQ.

MI

N.

PRECAST PANEL

FRONT FACE OF

PANEL THICKNESS

345

TOP OF PAVEMENT

300

(1’-0")

(#6 @ 12")

#19 @ 300

(#5 @ 12")

#16 @ 300

PLACEMENT OF C.I.P. CONCRETE.

STYROFOAM IN PLACE DURING

PANEL AS REQUIRED TO KEEP

CONCRETE IS CURED). GLUE TO

STYROFOAM (REMOVE AFTER C.I.P.

PLACEMENT OF C.I.P. CONCRETE.

STYROFOAM IN PLACE DURING

PANEL AS REQUIRED TO KEEP

CONCRETE IS CURED). GLUE TO

STYROFOAM (REMOVE AFTER C.I.P.

50

CLR.

#13 (#4)#13 (#4)

ADHESIVE

PANEL WITH WATERPROOF

IN PLACE) GLUE TO

STYROFOAM (TO REMAIN

340

20 20

(�")(�")

CHAMFER

12 (�")

PAVEMENT

TOP OF

180

(7")

#16 (#5)

BE

LO

W

GU

TT

ER

LI

NE

MA

X.

(1’-1�

")

CONC. SHOULDER (BARRIER MOMENT SLAB) WIDTH

45° CHAMFER

SEE NOTE B

DOWEL (TYP.)

(#6 @ 12")

#19 @ 300

NOTES:

(CONTINUOUS)

C.C.N.S.

25 (1")

SEE NOTE B

DOWEL (TYP.)

(2")

2440 (8’-0") (MIN.)

#16 @ 300 (#5 @ 12") MAX.

TOP AND BOTTOM

BARRIER MOMENT SLAB WIDTH

(#5 @ 12")

#16 @ 300

SEALANT (AC-20)

ASPHALT JOINT

CLR.(TYP.)

CLR.(TYP.)



BC-799M

BC-736M REINFORCEMENT BAR FABRICATION DETAILS

RC-20M

240 (9�") MIN.

OR PANEL THICKNESS

AESTHETIC DETAILS)

(EXCLUSIVE OF ANY

AS REQUIRED BY DESIGN

ITEM)

(ROADWAY

SEE RC-20M

TIE BOLTS

TIE BARS OR

AESTHETIC DETAILS)

(EXCLUSIVE OF ANY


200L

ITEM)

(ROADWAY

PAVEMENT

CEMENT CONC.

(MIN.)

130 (5�")

100

(4")

50

(2")

50

(2")

50

(2")

100

(4")

1270

(4’-2 ")

695

(2’-3�

")

30

0

450

(1’-6")

BC-712M

50 (

2")

CL

R.

(T

YP.)

75 (3")CLR.

SEE BC-799M, SHEET 1.

2. FOR GENERAL NOTES ON CONSTRUCTION OF PREFABRICATED WALLS,

75 (3")CLR.

+100 (4")

STANDARD

#13 (#4)

SHEET 11 OF 13

(RAKED FINISH)

JOINT & V-NOTCH,

CONSTRUCTION

C RAILING POSTL

LC RAILING

POST

2285 (7’-6") MAX., 1225 (4’-0") MIN.

POST SPACING

AT FLUSH JOINTS.

250 (10") MIN., 350 (1’-2") MAX.

(ON ONE SIDE OF JOINT) (TYP.)

#13 (#4) (8")

BOLTS

C ANCHOR

PA BRIDGE BARRIER

CAST-IN-PLACE PA BRIDGE BARRIER ON M.S.E. WALLS

MIN.

250 (10")

#16 (#5)

0

(CONTINUOUS)

25 (1") C.C.N.S.

50 (2")

300

50 (2")

(RAILING POST SPACING)

490(1’-6") MIN.

(#5 @ 12")

#16 @ 300

(#4 @ 12")

#13 @ 300

SHEET 1.(TYP.)

GEOMETRY DETAIL,

BARRIER WALL

WALL AS PER

FINISH BARRIER

DIMENSIONS ON M.S.E. WALLS

CAST-IN-PLACE BARRIERW

AL

L

BA

RRI

ER

600 (2’-0")

SHOULDER ON M.S.E. WALLS

C.I.P. BARRIER WITH CEMENT CONCRETE

3

MSE WALL

LIMITS OF

ON M.S.E. WALL

CONCRETE BARRIER WALL ELEVATION

CONCRETE PAVEMENT JOINTS

MECHANICALLY STABILIZED EARTH RETAINING WALLS

M.S.E. WALL DETAILS

CONCRETE SHOULDER ON M.S.E. WALLS

C.I.P. BARRIER WITH BITUMINOUS

SEE BC-799M, SHEET 7 FOR INLET INSTALLATION DETAILS.

POLE OR 1065 (3’-6") FROM CENTERLINE OF JUNCTION BOX.

EXPANSION JOINT WITHIN 1830 (6’-0") FROM CENTERLINE OF LIGHT

PAVEMENT JOINTS. DO NOT LOCATE THE CONCRETE BARRIER WALL

3. PLACE EXPANSION JOINTS IN CONCRETE BARRIER WALL TO MATCH

OF BARRIER WALLS

BETWEEN END FACES

NEOPRENE SPONGE

25 (1") CLOSED CELL

MOMENT SLAB JOINT

TYPE 1 OPEN JOINT

C.I.P. WALL

1

WALL

BARRIER

CONCRETE

SLAB

CONCRETE

BA

RRI

ER

SHOULDER

JOINTS

SHOULDER

JOINTS

3000 (10’-0") MIN. 3000 (10’-0") MIN. 3000 (10’-0") MIN.

CEMENT CONCRETE PAVEMENT)

SEE RC-20M (USE WITH

TIE BARS OR TIE BOLTS

MO

ME

NT

SL

AB

WI

DT

H

SEE NOTE B

DOWEL (TYP.)

PLAN - BARRIER MOMENT SLAB

R

FOR DETAILS)

JOINTS (SEE BC-752M

MODIFIED DEFLECTIONOPEN JOINT

AND BC-752M)

(SEE NOTE A

OPEN JOINT

AND BC-752M)

(SEE NOTE A

NOTE B: USE TYPE D OR E JOINT PER RC-20M. USE SAME JOINT AS PROVIDED IN PAVEMENT.

(C.I.P. BARRIER)

MOMENT SLAB LENGTH L (VARIES) 9000 (30’) MIN., 12000 (40’-0") MAX.

MAXIMUM ONE PAVEMENT JOINT MAY OCCUR BETWEEN MOMENT SLAB JOINTS.

MOMENT SLAB JOINTS MUST OCCUR AT A PAVEMENT JOINT.

NOTE A: PROVIDE OPEN JOINTS IN BARRIER AT SAME LOCATIONS AS THOSE PROVIDED FOR THE MOMENT SLAB.

(1’-

0")

(1’-1�

")




CONNECTION


OCT.26, 2010 OCT.26, 2010

BC-713M


BUREAU OF DESIGN




610

AS SHOWN

#13 (#4)

240

(9�")

180

20 20

(�")(�")

V-NOTCH

(�"x 1�")

20 x40

CHAMFER

12 (�")

60 (2�")

CLR.

EQ.

EQ. MI

N.

300

(1’-0")

2440 (8’-0") (MIN.)

PRECAST BARRIER

WALL PANEL

PRECAST MSE

FRONT FACE OF

SHOULDER

TOP OF

(#5 @ 12")

#16 @ 300

BITUMINOUS CONCRETE SHOULDER

ADHESIVE


IN PLACE) GLUE TO


610

AS SHOWN

#13 (#4)

CEMENT CONCRETE SHOULDER

(MIN.)

130 (5�")

(#5 @ 12")

#16 @ 300

PRECAST BARRIER

100 (4")

ADHESIVE


IN PLACE ) GLUE TO


(OUT TO OUT)

170 (6�")

420

(1’-4�

")

(11 PER 3050 (10’) UNIT)

#16 @ 300 (#5 @ 12")

(11 PER 3050 (10’) UNIT)

#16 @ 300 (#5 @ 12")

(10�")

270

MA

X.

(1’-1�

")

340

(CONTINUOUS)

C.C.N.S.

25 (1")

TOP OF PAVEMENT

345

BE

LO

W

GU

TT

ER

LI

NE

2440 (8’-0") (MIN.)

#13 @ 300 (#4 @ 12") MAX.

TOP AND BOTTOM

BARRIER MOMENT SLAB WIDTH

SEE NOTE A

DOWEL (TYP.)

50 (2")CLR.

SEE NOTE A

DOWEL (TYP.)

(#5 @ 12")

#16 @ 300

CONC. SHOULDER (BARRIER MOMENT SLAB) WIDTH

#13 @ 300 (#4 @ 12") MAX.

TOP AND BOTTOM

(CONTINUOUS)

C.C.N.S.

25 (1")

(4")

100

BARRIER PANEL

OF PRECAST

FRONT FACE

(11 PER 3050 (10’) UNIT)

#16 @ 300 (#5 @ 12")

(#5 @ 12")

#16 @ 300

R=250

(9�")

MI

N.

450

(1’-6")

#16 (#5)

(1’-6")

450

MI

N.

#16 (#5)

AS SHOWN

#13 (#4)

ASPHALT JOINT SEALANT (AC-20)

WATERPROOFING

MEMBRANE

#16 (#5)

AS SHOWN

#13 (#4)

APPROVED SEALER (SEE NOTE 4)

450 (

1’-6")

MI

N.

CLR.(TYP.)

50 (2")

CLR.(TYP.)

CLR.(TYP.)

CLR.(TYP.)

75

(3")CLR.

(7")

650

(2’-1�

")

610

(2’-0")

50

(2")

695

(2’-3�

")

1270

(4’-2")

1070

(3’-6")1070

(3’-6")

AS PROVIDED IN PAVEMENT.

USE TYPE D OR E JOINT PER RC-20M. USE SAME JOINT

NOTE A:

75 (3")CLR.

75 (3")CLR.

STANDARD

#16 (#5)

SHEET 12 OF 13

575

PRECAST PANEL

MIN. 2 POSTS PER

PRECAST PANEL

MIN. 2 POSTS PER

SEE NOTE 5.

240 (9�") MAX.,

PROFILE, 50 (2") MIN.,

ACHIEVE DESIGN

AS REQUIRED TO

LEVELING CONCRETE

AESTHETIC DETAILS)

(EXCLUSIVE OF ANY


PANEL THICKNESS

AESTHETIC DETAILS)

(EXCLUSIVE OF ANY


PANEL THICKNESS

240 (9�") MAX., SEE NOTE 5.

DESIGN PROFILE, 50 (2") MIN.,

REQUIRED TO ACHIEVE

LEVELING CONCRETE AS

PA BRIDGE BARRIER

#13 (#4)

#13 (#4)

#13 (#4) #13 (#4)

(1’-10�

")

450 300

(12")

(1’-6")

MI

N

50 (2")

(2’-0")

(2’-0")

50 (2")

50 (2")

ON M.S.E. WALLS

PRECAST PA BRIDGE BARRIER

(#5 @ 12")

#16 @ 300

(#5 @ 12")

#16 @ 300

(#5 @ 12")

#16 @ 300

(#5 @ 12")

#16 @ 300

SHEET 2.(TYP.)

PER DETAIL D,

FINISH CURB AS

PRECAST BARRIER WITH BITUMINOUS


600 (2’-0")

BA

RR

EI

R

WA

LL

PRECAST BARRIER DIMENSIONS

ON M.S.E. WALLS

REINFORCEMENT FOR PRECAST BARRIER WITH REINFORCEMENT FOR PRECAST BARRIER WITH

NOTES:

(ROADWAY ITEM)

SEE RC-20M

TIE BOLTS

TIE BARS OR

ITEM)

(ROADWAY

PAVEMENT

CEMENT CONC.


5. PROVIDE LEVELING CONCRETE REINFORCEMENT AS PER DETAIL A, SHEET 3, BC-799M.

4. USE SILICONE SEALANT AS PER SECTION 705.4 (a).

FOR INLET INSTALLATIONS.

3. PROVIDE SPECIAL DESIGN AND DETAILING OF THE MOMENT SLAB AND BARRIER

2. PROVIDE A MINIMUM PRECAST BARRIER LENGTH OF 3050 (10’-0").

CENTERLINE OF JUNCTION BOX.

1800 (6’-0") FROM CENTERLINE OF LIGHT POLE OR 1065 (3’-6") FROM

JOINTS. DO NOT LOCATE THE CONCRETE BARRIER WALL EXPANSION JOINT WITHIN

1. PLACE EXPANSION JOINTS IN CONCRETE BARRIER WALL TO MATCH PAVEMENT

PRECAST BARRIER WITH CEMENT


M.S.E. WALL DETAILS

300 (1’-0")

(1’-1�

")




BC-799M

RC-20M

BC-712M

CONCRETE PAVEMENT JOINTS

MECHANICALLY STABILIZED EARTH RETAINING WALLS

REFERENCE DRAWINGS

CONNECTION


OCT.26, 2010 OCT.26, 2010

TOOLED EDGES

SECTION B-B

NOTES:

A

A

12

ELEVATION SECTION A-A

B


JOINT FILLER

20 X 20

CHAMFER

BC-713M


BUREAU OF DESIGN

DESIGN DRAWINGS.

2. FOR LOCATION OF CONSTRUCTION JOINTS AND OPEN JOINTS, REFER TO

705.8 (b) OF PUB. 408.

3. PROVIDE CAULKING COMPOUND IN ACCORDANCE WITH SECTION

705.9 OF PUB. 408.

4. PROVIDE JOINT BACKING MATERIAL IN ACCORDANCE WITH SECTION

(�")

(�")

(�")BACKING MATERIAL 12 PREM. EXP.


CAULKING

COMPOUND

JOINT

12 PREM.

EXP. JT. FILLER

(TYP.)




MISCELLANEOUS DETAILS

B

(RAILING POST AND TUBE NOT SHOWN)

CAULKING COMPOUND

(�"x�")

STANDARD

BC-721M STANDARD ELECTRICAL DETAILS

L

JUNCTION BOX

PLAN

C JUNCTION BOX

JUNCTION BOX

CONSTR. JT.PIPE AT LOW END OF BOX

600

SECTION A-A

(2’-0")

(JB 25)*

(RAIL TUBE NOT SHOWN)

A

A

L

100 (4") MIN.

53 (2")| CONDUIT

OR TO THE RIGHT OF THE LIGHTING POLE.

* JUNCTION BOX MAY BE LOCATED EITHER TO THE LEFT

450

(1’-6")

200

(1")

25

(8")

SHEET 13 OF 13

SLOPE TO DRAIN

(TYP.)

75 (3")

PA BRIDGE BARRIERPA BRIDGE BARRIER ALTERNATE JUNCTION BOX DETAIL

PA BRIDGE BARRIER AT OPEN JOINT

300

(1’-0")


5. PROVIDE 50 (2") CLEAR ON ALL REINFORCEMENT UNLESS NOTED.

AS SHOWN

REINFORCEMENT EQUALLY

RELOCATE #13 (#4) VERTICAL

(TYP)

(6")

150

900 (3’-0") MIN.

C RAILING POSTL

AS PER DESIGN

REINFORCEMENT

VERTICAL

C RAIL TUBE




OCT.26, 2010 OCT.26, 2010

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