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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
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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)
WELD ACCESS HOLE THROUGH
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
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
DIRECTOR, BUREAU OF DESIGN
ALTERNATE BARRIER SECTION
ALTERNATE POST DETAIL
OCT.26, 2010 OCT.26, 2010
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
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
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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
F 1554 GRADE 724 MPA (GRADE 105 KSI),
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)
U-WASHER AS REQUIRED
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)
U-WASHER AS REQUIRED
ANCHOR BAR (TYP.)
STUDS (WELDED TO RAIL TUBE), WITH HEX NUTS,
C 2-19.1 (�")| x 60 (2�") THREADED ANCHOR
MISCELLANEOUS RAILING DETAILS
(AT TYPICAL SIDEWALK)
SEE NOTE 10 ON SHEET 1.
(TYPE B ANCHOR BOLT PER BC-734M MAY BE USED)
ASTM A 563/A 563 M GRADE DH HEAVY HEX NUTS.
ANCHOR BOLTS WITH 85 (3�") PROJECTION AND
SEE NOTE 10 ON SHEET 1.
(TYPE B ANCHOR BOLT PER BC-734M MAY BE USED)
ASTM A 563/A 563 M GRADE DH HEAVY HEX NUTS.
ANCHOR BOLTS WITH 85 (3�") PROJECTION AND
F 1554 GRADE 724 MPA (GRADE 105 KSI),
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.
NOTED. U.S. CUSTOMARY UNITS IN ( ) PARENTHESES.
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE
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
WEB (SEE DETAIL A ON SHEET 1)
WELD ACCESS HOLE THROUGH
40x40 (1�"x 1�")
WEB (SEE DETAIL A ON SHEET 1)
WELD ACCESS HOLE THROUGH
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
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
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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
GRADE 250 MPA (GRADE 36 KSI)
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
4. FOR ADDITIONAL NOTES, SEE SHEET 1.
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.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
160°160° 160°
(TYP.)
SEE DETAIL A
ALTERNATE SIDEWALK RAIL ELEVATIONTYPICAL SIDEWALK RAIL ELEVATIONTYPICAL RAIL ELEVATION
CPJ
(SEE NOTE 5)
DIRECTOR, BUREAU OF DESIGN
(FOR CHORD ANGLES SEE ALTERNATE SIDEWALK RAIL ELEVATION)
(WITHOUT INLET SHOWN; WITH INLET SIMILAR)
(ANCHOR BOLTS OMITTED FOR CLARITY)
(FOR SECTION VIEW, SEE SHEET 1)
(FOR CHORD ANGLES SEE ALTERNATE SIDEWALK RAIL ELEVATION)
(WITHOUT INLET SHOWN; WITH INLET SIMILAR)
(ANCHOR BOLTS OMITTED FOR CLARITY)
(FOR SECTION VIEW, SEE SHEET 3)
REFERENCE DRAWINGS
BC-712M
RC-50M
CONNECTION
THRIE-BEAM TO PA BRIDGE BARRIER TRANSITION
OCT.26, 2010 OCT.26, 2010
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
STANDARD
SHEET 5 OF 13BC-720M ALUMINUM OR STEEL BRIDGE HAND RAILING
RC-50M
NOTES:
600
(2’-0")
PA BRIDGE BARRIER
(WITHOUT INLET SHOWN; WITH INLET SIMILAR)
(ANCHOR BOLTS OMITTED FOR CLARITY)
(FOR SECTION VIEW, SEE SHEET 3)
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
GRADE 250 MPA (GRADE 36 KSI)
ROD ASTM A 709/A 709M,
25 (1") | SIDEWALK RAIL
GRADE 250 MPA (GRADE 36 KSI)
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
MISCELLANEOUS RAILING DETAILS
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
160°
RAISED SIDEWALK RAIL ELEVATION
4. FOR ADDITIONAL NOTES, SEE SHEET 1.
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.
REFERENCE DRAWINGS
BC-712M
CONNECTION
THRIE-BEAM TO PA BRIDGE BARRIER TRANSITION
OCT.26, 2010 OCT.26, 2010
CONSTR. JT.
NOTES:
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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)
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;
PLAN - SKEW ANGLE 75°
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
(AT SIDEWALK SHOWN; AT RAISED SIDEWALK SIMILAR)
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.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
AND STEEL BEAM BRIDGES
TOOTH EXPANSION DAM FOR PRESTRESSED CONCRETEOCT.26, 2010 OCT.26, 2010
CONSTR. JT.
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
BC-767M
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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)
(AT RAISED 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")
PLAN - SKEW ANGLE 75°
(�")20 RECESS
(SEE NOTE 2)
IN CONCRETE
(SEE NOTE 3)
100 (4") MIN.
MIN. DESIGN TEMP.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
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.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
GUTTER LINE
PLAN - SKEW ANGLE 75°
(�")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.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
PLAN AT SIDEWALK- SKEW ANGLE 75°
(AT SIDEWALK SHOWN; AT RAISED SIDEWALK SIMILAR)
(SLIDING)
PL.12 BENT(�")
PLAN AT SIDEWALK- SKEW ANGLE 75°
GUTTER LINE
(AT SIDEWALK SHOWN; AT RAISED SIDEWALK SIMILAR)
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.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
(�")
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
CONCRETE AND STEEL BEAM BRIDGES
NEOPRENE STRIP SEAL DAM FOR PRESTRESSEDOCT.26, 2010 OCT.26, 2010
BC-711M
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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)
(AT RAISED SIDEWALK)
BENT (SLIDING)
PL.12
CONCRETE INSERTS
L SCREWS AND
MIN. DESIGN TEMP.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
OF DAM
LOW SIDE
MIN. DESIGN TEMP.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
100 (4")+ (TYP.)
DEPTH OF INSERT
(4")
100
(4")
100
(11")
275
JOINT WIDTH + 5 (�")
MIN. DESIGN TEMP.
MAX. JOINT OPENING AT
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.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
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.
MAX. JOINT OPENING AT
JOINT WIDTH + 5 (�")
(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.
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
OCT.26, 2010 OCT.26, 2010
BC-711M
L
3 (�
")
CL
R.
DETAIL A
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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.
F 1554 GRADE 724 MPA (GRADE 105 KSI),
(�)
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
ALUMINUM PROTECTIVE
BARRIER DETAILS
CONNECTION IS MADE.
FACE OF NUT AFTER
TO BE BURRED OFF AT
THREADS OF BOLTS
SEE NOTE 10 ON SHEET 1.
(TYPE B ANCHOR BOLT PER BC-734M MAY BE USED)
ASTM A 563/A 563 M GRADE DH HEAVY HEX NUTS.
ANCHOR BOLTS WITH 85 (3�") PROJECTION AND
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
OCT.26, 2010 OCT.26, 2010
POST AND BASE PLATE(AT ALUMINUM BARRIER)
NOTES:
BC-711M
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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
U.S. CUSTOMARY UNITS IN () PARENTHESES.
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
ALUMINUM PROTECTIVE BARRIER
PA BRIDGE BARRIER
ALUMINUM PROTECTIVE
BARRIER DETAILS
TRAFFIC SIDE
L
ANCHOR BOLT HOLES)
POST FLANGES BETWEEN THE
C BASE PLATE (CENTER THE
WEB (SEE DETAIL A ON SHEET 1)
WELD ACCESS HOLE THROUGH
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
OCT.26, 2010 OCT.26, 2010
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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.)
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE
NOTED. U.S. CUSTOMARY UNITS IN ( ) PARENTHESES.
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
AS REQUIRED BY DESIGN
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�
")
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
CONNECTION
THRIE-BEAM TO PA BRIDGE BARRIER TRANSITION
OCT.26, 2010 OCT.26, 2010
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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
PANEL WITH WATERPROOF
IN PLACE) GLUE TO
STYROFOAM (TO REMAIN
610
AS SHOWN
#13 (#4)
CEMENT CONCRETE SHOULDER
(MIN.)
130 (5�")
(#5 @ 12")
#16 @ 300
PRECAST BARRIER
100 (4")
ADHESIVE
PANEL WITH WATERPROOF
IN PLACE ) GLUE TO
STYROFOAM (TO REMAIN
(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
AS REQUIRED BY DESIGN
PANEL THICKNESS
AESTHETIC DETAILS)
(EXCLUSIVE OF ANY
AS REQUIRED BY DESIGN
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
CONCRETE SHOULDER ON M.S.E. WALLS
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.
6. FOR ADDITIONAL NOTES, SEE SHEET 11.
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
CONCRETE SHOULDER ON M.S.E. WALLS
M.S.E. WALL DETAILS
300 (1’-0")
(1’-1�
")
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGN
BC-799M
RC-20M
BC-712M
CONCRETE PAVEMENT JOINTS
MECHANICALLY STABILIZED EARTH RETAINING WALLS
REFERENCE DRAWINGS
CONNECTION
THRIE-BEAM TO PA BRIDGE BARRIER TRANSITION
OCT.26, 2010 OCT.26, 2010
TOOLED EDGES
SECTION B-B
NOTES:
A
A
12
ELEVATION SECTION A-A
B
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
JOINT FILLER
20 X 20
CHAMFER
BC-713M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
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.
U.S. CUSTOMARY UNITS IN () PARENTHESES.
CAULKING
COMPOUND
JOINT
12 PREM.
EXP. JT. FILLER
(TYP.)
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
MUST BE USED ON PLANS. METRIC AND
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
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")
6. FOR ADDITIONAL NOTES, SEE SHEET 1.
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
CHIEF BRIDGE ENGINEER
RECOMMENDEDRECOMMENDED
DIRECTOR, BUREAU OF DESIGNREFERENCE DRAWINGS
OCT.26, 2010 OCT.26, 2010