GENERAL NOTES: TABLE 1

1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE NOTED.

TEMPORARY PRECAST BARRIER AND MEDIAN BARRIERS

U.S. CUSTOMARY UNITS IN ( ) PARENTHESES.

MINIMUM REQUIRED ADHESIVE ANCHOR 2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH

ULTIMATE CAPACITY BASED ON CONCRETE AND BOND STRENGTH

PUBLICATION 408 AND APPLICABLE SPECIAL PROVISIONS.

(METRIC UNITS)

3. ALL REINFORCEMENT STEEL BARS SHOWN ARE SOFT CONVERTED

BOLT SPACING

METRIC SIZES THAT MEET THE REQUIREMENTS OF ASTM A 615M, 300 mm

A 996M, OR A 706M.

600 mm

1200 mm

SHEAR TENSION SHEAR TENSION SHEAR TENSION 4. MATERIAL STRENGTH: REINFORCEMENT STEEL fy = 420 MPa (60 ksi)

(KN)

(KN)

(KN)

(KN)

(KN)

(KN)

CONCRETE FOR BARRIERS f’c = 24 MPa (3.5 ksi) (CLASS AA CONCRETE) TYPE A INSTALLATION *

9

18

13

31

18

49

TYPE B INSTALLATION *

13

36

27

67

40

116

TYPE C INSTALLATION *

40

125

N/A

N/A

N/A

N/A

5. PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270/M270M GRADE 250 ( GRADE 36 ), ASTM A 709/A 709M, GRADE 250 ( GRADE 36 ) UNLESS OTHERWISE NOTED.

6.

PROVIDE 25.4 (1") DIA. ASTM F 1554-99 GRADE 724 (105 ksi) OR ASTM A 193/A 193M - 01b GRADE B7, 720 MPa ( 105 ksi ) ANCHOR BOLT, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF CLASS C OF ASTM A 153 FOR ALL BOLT THROUGH ANCHORS. ADDITIONAL REQUIREMENTS FOR ASTM F 1554-99 AND ASTM A 193/A 193M INCLUDES ASTM F 1554 SUPPLEMENT S5 GRADE 724 (105 ksi) CHARPY IMPACT REQUIREMENTS AT -29C (-20F).

7.

PROVIDE 25.4 (1") DIA. ASTM A 193/A 193M-01b GRADE B7 720 MPa (105 ksi), HOT-DIPPED GALVANIZED ANCHOR BOLT IN ACCORDANCE WITH THE REQUIREMENTS OF CLASS C OF ASTM A 153. FOR ALL ADHESIVE ANCHORS. ADDITIONAL REQUIREMENT

TABLE 1

FOR ASTM A 193/A 193M INCLUDES ASTM F 1554 SUPPLEMENT S5 GRADE 724 (105 ksi) CHARPY IMPACT REQUIREMENTS AT -29C (-20F). 8. PROVIDE HEAVY HEX NUTS IN ACCORDANCE WITH PUBLICATION 408 SECTION

TEMPORARY PRECAST BARRIER AND MEDIAN BARRIERS MINIMUM REQUIRED ADHESIVE ANCHOR

1105.02 (c)3.a OR ASTM A 194/A 194M GRADE 7, SUPPLEMENT 3 AT -29C

ULTIMATE CAPACITY BASED ON CONCRETE AND BOND STRENGTH

(-20F), HOT-DIPPED GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS

(U.S. CUSTOMARY UNITS)

OF CLASS C OF ASTM A 153. ZINC COATING, OVERTAPPING OF THE NUT, AND BOLT SPACING

LUBRICATION REQUIREMENTS SHALL BE IN ACCORDANCE WITH ASTM A 563. 1’-0" 9.

4’-0"

2’-0"

PROVIDE 76 (3") DIAMETER x 6.4 (") THICK GRADE 250 (GRADE 36) PLATE WASHER WITH A 28.6 (1") DIAMETER HOLE IN THE MIDDLE. ALL

SHEAR TENSION SHEAR TENSION SHEAR TENSION

OTHER WASHERS ARE IN ACCORDANCE WITH ASTM F 436/F 436M TYPE 1. WASHERS

(KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS)

ARE TO BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF CLASS C OF ASTM A 153.

TYPE A INSTALLATION *

2

4

3

7

4

11

TYPE B INSTALLATION *

3

8

6

15

9

26

TYPE C INSTALLATION *

9

28

N/A

N/A

N/A

N/A

10. THREE TYPES OF INSTALLATION ARE ALLOWED. TYPE A:

USE FOR SINGLE LANE(S) OF TRAFFIC PRESENT AND

SPEED DOES NOT EXCEED 100 km/hr (60 mph).

TYPE B:

USE FOR TWO LANES OF TRAFFIC.

IN THE SAME

DIRECTION OR IN OPPOSITE DIRECTIONS, WITHOUT SHOULDERS WITH BARRIERS ON THE OUTSIDES ONLY AND THE SPEED DOES NOT EXCEED 80 km/hr ( 50 mph ).

TYPE C: USE FOR CONDITIONS OF SPEED AND/OR TRAFFIC LANES AND SHOULDERS NOT COVERED BY TYPE A AND B ABOVE.

11. SPACING OF BOLT THROUGH ANCHORS FOR BARRIERS AND FOR THE FACE(S) OF MEDIAN BARRIERS ADJACENT TO TRAFFIC: TYPE A INSTALLATION:

SPACING = 1200 ( 4’-0" )

TYPE B INSTALLATION:

SPACING = 1200 ( 4’-0" )

TYPE C INSTALLATION:

SPACING = 600 ( 2’-0" )

TABLE 1 NOTES: * FOR CONDITIONS FOR TYPE A, B AND C INSTALLATION, SEE GENERAL NOTE 10.

SHEAR AND TENSION VALUES ARE MINUMUM CAPACITY REQUIRED FOR AN INSTALLATION/

12. INDICATE INSTALLATION TYPE ON THE CONTRACT DRAWINGS.

SPACING. IF BOTH VALUES ARE NOT MET OR EXCEEDED BY THE ANCHOR PROVIDED,

13. ANCHORS MUST BE INSTALLED IN THE END HOLES OF EACH

A CLOSER SPACING MUST BE SELECTED.

BARRIER OR MEDIAN BARRIER SEGMENT. KEEP ANCHOR SPACING UNIFORM ALONG THE FULL LENGTH OF THE BRIDGE TO THE EXTENT POSSIBLE.

14. WHEN USING ADHESIVE ANCHORS FOR THE FACE(S) OF BARRIERS ADJACENT TO TRAFFIC, INSTALL ANCHORS TO SATISFY THE SPACING AND STRENGTH REQUIREMENTS OF TABLE 1. SPACING OF ADHESIVE ANCHORS VARIES FROM 1200 (4’-0" ) TO 300 ( 1’-0") AS SHOWN IN THE TABLE.

15. ADHESIVE ANCHORS MAY BE USED FOR ALL INSTALLATIONS

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

EXCEPT WHERE THE DECK HAS CONCRETE STRENGTHS LESS THAN 21 MPA ( 3000 psi ), IS IN POOR CONDITION AND/OR ADEQUATE PULL OUT CANNOT BE ACHIEVED AS PER TABLE 2 ON SHEETS 2. BOLT THROUGH ANCHORS MUST BE USED IF SPECIFICALLY INDICATED ON

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

CONTRACT DRAWINGS. BOLT THROUGH ANCHORS MUST ALSO BE USED

BUREAU OF DESIGN

IF THE DECK IS PENETRATED DURING THE DRILLING PROCESS.

STANDARD

16. ADHESIVE ANCHORS FOR TEMPORARY BARRIERS ARE PERMITTED ON BRIDGE CONSTRUCTION PROJECTS THAT EXTEND CONTINUOUSLY FOR A MAXIMUM OF THREE YEARS.

TEMPORARY CONCRETE BARRIER,

17. IDENTIFY THE PLAN LOCATION OF THE BARRIER ON THE BRIDGE DECK. POSITION BARRIER SEGMENTS TO LOGICALLY ACCOMMODATE THE

STRUCTURE MOUNTED

ENDS OF THE STRUCTURE, EXPANSION DAMS AND OTHER OBSTACLES.

GENERAL NOTES

18. TRAFFIC TRANSITIONS AND LANE MERGING MUST BE OFF THE BRIDGE. RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 1 OF 8

BC-719M

CONSTRUCTION NOTES: 1.

DRILL BY MEANS WHICH WILL NOT DAMAGE THE ADJACENT CONCRETE. SUPPORT BENEATH THE DECK AS NECESSARY TO AVOID SPALLING

TABLE 2

OF CONCRETE FOR BOLT THROUGH AND ADHESIVE ANCHORS HOLES.

2.

DRILL INTO THE DECK USING THE HOLES IN THE TEMPORARY

FIELD TEST LOADING VALUES

(SEE CONSTRUCTION NOTE 10)

(SEE CONSTRUCTION NOTE 10)

(METRIC UNITS)

(U.S. CUSTOMARY UNITS)

BARRIER AS A TEMPLATE. THE DRILL MAY BE LOCATED ANYWHERE WITHIN THE 50 (2") SLOT, BUT MUST BE MAINTAINED VERTICALLY (

TABLE 2

FIELD TEST LOADING VALUES

+ 1). BOLT SPACING

3.

THE BARRIERS MAY BE REPOSITIONED TO AVOID DAMAGING THE

300 mm

BOLT SPACING 1200 mm

600 mm

1’-0"

2’-0"

4’-0"

TENSION

TENSION

TENSION

(KIPS)

(KIPS)

(KIPS)

DECK REINFORCEMENT DURING DRILLING. MOVE THE BARRIER PARALLEL TO THE DIRECTION OF TRAFFIC UP TO 50 (2") AND TENSION (KN)

TENSION (KN)

TENSION (KN)

PERPENDICULAR TO TRAFFIC UP TO 25 (1"); HOWEVER, A SMOOTH BARRIER FACE MUST ALWAYS BE PRESENTED TO TRAFFIC. IF BARRIERS CANNOT BE REPOSITIONED AND REBAR IS ENCOUNTERED, MOVE TO

TYPE A INSTALLATION *

15

26

42

TYPE A INSTALLATION *

3

6

9

TYPE B INSTALLATION *

31

57

99

TYPE B INSTALLATION *

7

13

22

TYPE C INSTALLATION *

106

N/A

N/A

TYPE C INSTALLATION *

24

N/A

N/A

ALTERNATE BOLT POCKETS IN TYPE A AND B INSTALLATIONS. FOR EXISTING DECKS, TYPE C INSTALLATIONS WILL REQUIRE DRILLING THROUGH DECK REINFORCEMENT STEEL, ALTERNATIVELY, ONE BOLT PER BARRIER SECTION MAY BE ELIMINATED WITH APPROVAL OF THE ENGINEER. FOR NEW DECKS WITH TYPE C INSTALLATIONS, PROPERLY PLAN AND PLACE DECK REINFORCEMENT STEEL TO AVOID DAMAGE DURING DRILLING.

4.

MATCH THE ENDS OF THE SEGMENTS WITH THE LOCATION OF THE

TABLE 2 NOTE:

EXPANSION DAMS AS CLOSELY AS POSSIBLE. BOLTING OF A SEGMENT ON EACH SIDE OF AN EXPANSION DAM IS NOT PERMITTED. FOR

* FOR CONDITIONS FOR TYPE A, B AND C

OTHER OBSTACLES THAT DO NOT INVOLVE MOVEMENT, SUCH AS

INSTALLATION, SEE SHT. 1, GENERAL NOTE 10.

SCUPPERS, BOLTING A SEGMENT ON EACH SIDE OF THE OBSTACLE IS PERMITTED.

5.

THE END SEGMENT OF THE TEMPORARY BARRIER AT THE END OF THE BRIDGE MAY EXTEND PARTIALLY OFF THE BRIDGE. CONNECT THE END OF THE SEGMENT OFF THE BRIDGE TO THE ADJACENT SEGMENT OF THE ROADWAY BARRIER. POSITION BARRIER SEGMENTS SUCH THAT THE LARGEST POSSIBLE PORTION OF THE END SEGMENT IS PLACED ON

THE BRIDGE.

1. PROVIDE STEEL PLATES MEETING THE REQUIREMENTS .

. . .

BOLTING OF THE SEGMENTS TO THE DECKS IS NOT REQUIRED IF

MIN. TO

STEEL PLATE

FOR ADHESIVE ANCHORS INSTALLED USING A MANUFACTUERS RELEASING AGENT, THE CONTRACTOR MAY REMOVE THE ANCHOR.

STEEL PLATE FOR

165

1270 (50") BARRIERS

(6")

END OF BARRIER

. . . .

. . . .

.

. .

.

.

..

.. . . . . . . . .

(+") -O

.

.

. .

. .

.

.

. .

. .

. .

. . . .

.

165 (6")

.

.

.

("x 12"x 43")

œ

+1.6 16 (")

.

.

.

1070 (42") BARRIERS 12 x 300 x 1090

.

. . . . . . .

STEEL PLATE FOR

.

("x 12"x 35")

. . . . . . . . . . . . . . .

.

. .

. .

16

. .

SECTION 1080.2 (C) OF PUB. 408.

.

THE TEMPORARY BARRIER AND FILL THE HOLE WITH GROUT IN ACCORDANCE WITH

.

THE ANCHORS TO COMPLETELY REMOVE THE ANCHOR AFTER THE REMOVAL OF

810 (32") BARRIERS 12 x 300 x 880

. . . .

.

THAT WILL NOT BE DEMOLISHED IN A LATER STAGE OF CONSTRUCTION, CORE

C L BARRIER

.

.

FOR ADHESIVE ANCHORS MOUNTED ON NEW DECKS AND EXISTING DECKS

-1.6

.

STEEL PLATE FOR

œ

+O 19 (") (-")

")

MAX. ("x 12"x 25")

.

TREATMENT OF ANCHOR HOLES AFTER REMOVAL OF BARRIERS:

BARRIER FOR

25 (1") 12 x 300 x 635

7.

SLOT IN END OF

.

ANCHORS OR ADHESIVE ANCHORS ARE NOT REQUIRED.

10 (")

(

1800 (6’-0") OR IF AN EFFECTIVE BARRIER EXISTS BEHIND THE

. . . .

THE WIDTH OF THE DECK BEHIND THE TEMPORARY BARRIER EXCEEDS

TEMPORARY BARRIER. REFER TO RC-57M WHEN BOLT THROUGH

OF PUBLICATION 408, SECTION 1105.

.

6.

NOTE: .

150

BRIDGE BUT NOT TO EXCEED 600 (2’-0") IN THE SEGMENT LENGTH ON

(6")

THE BRIDGE. INSTALL ANCHORS AT THE SAME SPACING USED ON THE

165 (6")

REDRILL THE HOLE TO REMOVE THE EPOXY USING THE SAME SIZE HOLE WHEN INSTALLING THE ADHESIVE ANCHOR.

œ

FOR ADHESIVE ANCHORS MOUNTED ON EXISTING DECKS THAT WILL BE DEMOLISHED IN A LATER STAGE OF CONSTRUCTION, CUT THE

ELEVATION - SLOT DETAIL

PARTIAL PLAN - SLOT DETAIL

PERMISSIBLE TAPER

SLOTTED PLATE CONNECTION

PROJECTION OF THE ANCHOR ABOVE THE DECK AND GRIND SMOOTH AND FLUSH WITH THE TOP SURFACE OF THE DECK IMMEDIATELY AFTER TEMPORARY BARRIER REMOVAL.

œ

FOR BOLT THROUGH ANCHORS MOUNTED ON NEW DECKS OR MOUNTED ON EXISTING DECKS THAT WILL BE REOPENED TO TRAFFIC AFTER TEMPORARY BARRIER REMOVAL, FILL THE HOLES WITH POLYMER MOTAR AND CONCRETE AS PER BULLETIN 15, SECTION 679.2(e), PART C, AFTER THE REMOVAL OF THE TEMPORARY BARRIER.

8.

THE MINIMUM DECK WIDTH BEHIND A BARRIER OR A MEDIAN BARRIER MOUNTED SUCH THAT TRAFFIC EXISTS ALONG ONE FACE, IS 50 (2") FOR DECKS WITHOUT OVERLAYS AND 300 (12") FOR DECKS WITH AN OVERLAY. ADDITIONAL OFFSET MAY BE IDENTIFIED ON THE CONTRACT DRAWINGS, IF PRACTICAL, TO ALLOW CONTRACTOR ACCESS FOR PARTIAL WIDTH CONSTRUCTION.

9.

ANCHORS ARE REQUIRED FOR TRAFFIC SIDE ONLY.

10. FIELD TEST LOADING VALUES ARE 85% OF THE ADHESIVE ANCHOR TENSILE CAPACITY.

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

STANDARD TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED CONSTRUCTION NOTES AND SLOTTED PLATE CONNECTION RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 2 OF 8

BC-719M

SEE ANCHOR POCKET

SEE ANCHOR POCKET

SEE ANCHOR POCKET

DETAIL ON SHT. 7.

DETAIL ON SHT. 7.

DETAIL ON SHT. 7.

HEAVY HEX NUT WITH

HEAVY HEX NUT WITH

PLATE WASHER

PLATE WASHER

PLATE WASHER

40 (1")

40 (1 ") PROJEC TION

HEAVY HEX NUT WITH

40 (1")

PROJECTION PROJECTION DRILL HOLE AS PER

C L OF HOLE AND ANCHOR

SPECIFICATIONS IN DECK

") (7

190 REINFORCEMENT

PLUS OVERLAY

DRILLED HOLE

MANUFACTURERS

DECK

BOTTOM OF

SLAB

DECK

REINFORCEMENT

SLAB

DECK

THICKNESS OF

OF DECK SLAB

DECK

") 190

(7

(7 DECK SLAB

TEMPORARY EDGE

OF DECK SLAB

COMPOSITE

DRILL HOLE AS PER

TEMPORARY EDGE PLUS OVERLAY

THICKNESS OF

(1") 25

REINFORCEMENT

MIN.

DECK

**

SLAB AT ANCHOR LOCATIONS

TEMPORARY EDGE OF DECK SLAB

SPECIFICATIONS IN DECK

THICKNESS

190

")

MANUFACTURERS

DRILL 35 (1") | HOLE IN DECK AT ANCHOR

SLAB AT ANCHOR LOCATIONS

LOCATIONS. 50 (2")

BOTTOM OF DRILLED HOLE

W/ 35 (1") DIA. HOLE.

C L OF HOLE AND ANCHOR

125 (5") DECK SLAB THICKNESS, USE ANY TYPE A INSTALLATION OR TYPE B INSTALLATION WITH EITHER 300 (1’-0") OR 600 (2’-0")

C L OF HOLE AND ANCHOR

75x75x5 (3"x3"x") BEVELED PL

MIN.

** ANCHOR HOLE MAY NOT PENETRATE TOP SLAB OF BOX BEAM. FOR

HEAVY HEX NUT WITH WASHER

BOLT SPACINGS. FOR NEW DECKS, SLAB THICKNESS MUST BE INCREASED TO 175 (7") TO BE ABLE TO USE ALL INSTALLATION THREADED ANCHOR

OPTIONS LISTED IN TABLE 1, ON SHEET 1.

(MINIMUM LENGTH = THICKNESS OF

ADHESIVE ANCHOR

(DECK SLAB + OVERLAY) + 275 (11"))

ADHESIVE ANCHOR ON

(CONCRETE TEMPORARY BARRIER SHOWN;

COMPOSITE ADJACENT BOX BEAMS

TEMPORARY MEDIAN BARRIER SIMILAR AT FACE(S) ADJACENT TO TRAFFIC)

TYPICAL BOLT THROUGH ANCHOR

(CONCRETE TEMPORARY BARRIER SHOWN; TEMPORARY MEDIAN BARRIER SIMILAR AT EITHER FACE)

(CONCRETE TEMPORARY BARRIER SHOWN;

NOTE:

TEMPORARY MEDIAN BARRIER SIMILAR AT FACE(S) ADJACENT TO TRAFFIC)

SEE TABLE 1, SHEET 1 FOR SPACING AND MINIMUM REQUIRED NOTE: ADHESIVE ANCHOR ULTIMATE CAPACITY SEE TABLE 1, SHEET 1 FOR SPACING AND MINIMUM REQUIRED ADHESIVE ANCHOR ULTIMATE CAPACITY SEE ANCHOR POCKET DETAIL ON SHT. 7. SEE ANCHOR POCKET DETAIL ON SHT. 7.

HEAVY HEX NUT WITH PLATE WASHER

HEAVY HEX NUT WITH

DRILL 35 (1") | HOLE IN DECK

40 (1")

AT ANCHOR PROJECTION

LOCATIONS.

DRILL 35 (1")

40 (1 ") PROJEC TION

PLATE WASHER

| HOLE IN DECK

")

190

(7

1. FOR GENERAL NOTES, SEE SHEET 1.

REINFORCEMENT

SLAB

DECK

+ OVERLAY

*

NOTES: 2. FOR CONSTRUCTION NOTES, SEE SHEET 2.

OF DECK SLAB

DECK

HOLE IN SPACER

TEMPORARY EDGE THICKNESS OF

35 (1")|

REINFORCEMENT

(7

190 DECK

THICKNESS

OF

OF DECK SLAB

DECK SLAB

TEMPORARY EDGE

PLUS OVERLAY

LOCATIONS.

")

AT ANCHOR

HARDWOOD SPACER 200 (8") WIDE MIN. THICKNESS EQUAL TO HAUNCH THICKNESS AND LENGTH EQUAL TO CHANNEL LENGTH

MC 150x24.3 (MC 6x16.3), OR LARGER, WITH

MC 200x33.9 (MC8x22.8), OR LARGER,

35 (1") | HOLES AT MID-WIDTH

WITH 35 (1") | HOLES AT MID-WIDTH

OF WEB AT ANCHOR LOCATIONS. 100

MINIMUM CHANNEL LENGTH IS 1770 (5’-10").

OF WEB AT ANCHOR LOCATIONS. (4") MINIMUM CHANNEL LENGTH IS 1770 (5’-10"). PLACE END HOLES IN THE CHANNEL

MIN.

75x75x5 (3"x3"x") BEVELED PL W/ 35 (1") DIA. HOLE.

HEAVY HEX NUT WITH WASHER

PLACE END HOLES IN THE CHANNEL 125 (5") 75x75x5 (3"x3"x") BEVELED PL

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

THREADED ANCHOR

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

MIN. FROM THE END. (MINIMUM LENGTH = THICKNESS OF

W/ 35 (1") DIA. HOLE.

125 (5") MIN. FROM THE END.

(DECK SLAB + OVERLAY) + 275 (11")) HEAVY HEX NUT WITH WASHER

C OF HOLE AND ANCHOR L

ALTERNATE CONNECTION DETAIL WITH SPACER

STANDARD

C L OF HOLE AND ANCHOR

TEMPORARY CONCRETE BARRIER ALTERNATE BOLT THROUGH ANCHOR

STRUCTURE MOUNTED

(CONCRETE TEMPORARY BARRIER SHOWN;

FOR HAUNCH CLEARANCE LESS THAN 50 (2") (CONCRETE TEMPORARY BARRIER SHOWN; TEMPORARY MEDIAN BARRIER SIMILAR AT FACE NEAR HAUNCH)

TEMPORARY MEDIAN BARRIER SIMILAR AT FACE(S) ADJACENT TO TRAFFIC)

ADHESIVE AND BOLT THROUGH

NOTE: USE THE ALTERNATE BOLT THROUGH ANCHOR INSTALLATION FOR

ANCHOR DETAILS

DECKS WITH METAL DECK PANS AND WHEN THE EXISTING DECK IS DETERIORATED OR THE ALTERNATE INSTALLATION IS REQUIRED

*THE ENTIRE CIRCUMFERENCE OF THE HOLE IN THE HARDWOOD SPACER

BY THE DISTRICT BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

RECOMMENDED

OCT.26, 2010

SHEET 3 OF 8

MUST BE 13 (") MIN. FROM THE EDGES OF THE SPACER

CHIEF BRIDGE ENGINEER

DIRECTOR, BUREAU OF DESIGN

BC-719M

4200

535

(14’-0") MIN.

(1’-9")

ANCHOR POCKETS AND HOLES @ 600 (2’-0") MAX. C L L TO C

325

325

(1’-1")

85 (3")

(12")

125 (4")

TYP. 85 (3")

A

(3")

DETAILS THIS

(TYP.)

SHT. (TYP.)

BARRIER DRAINAGE OPENING (TYP.) (SEE DETAIL THIS SHEET)

SEE ELEVATION FOR SPACING

50 (2") CLR. UNLESS

")

OTHERWISE NOTED

(9 0 25 R=

#16 (#5)

40 (1") FOR REINFORCEMENT

) " 1 (

75 (3")

5 2 = R

#19 (#6)

CLR.

AT SLOTTED PLATE CONNECTION, SEE

ELEVATION

#13 (#4)

(7")

SHT.

REINFORCEMENT

180

POCKET DETAIL ON SHT.7.

90

#13 (#4), SEE

3 EQUAL SPACES

C L 30x50 (1"x2") SLOT. SEE ANCHOR

THIS

C L ANCHOR POCKET AND

DETAILS

SEE REINFORCEMENT

#19 (#6) MAX. 150 (6")

1070

CHAMFER (TYP.)

(1")

(TYP.)

(2’-8")

38

(8")

325

815

185 (7")

210 (8")

A

20x20 ("x")

")

185 (7")

200

(7

(8")

2 SPA @

2 SPA @

190

2 SPA @

2 SPA. AT

200

(3’-6")

(1’-1")

SLOTTED PLATE

SHT.5. (TYP.)

CONNECTION (TYP.)

TRAFFIC FACE OF TYPICAL TEMPORARY CONCRETE BARRIER AND BOTH FACES OF TYPICAL TEMPORARY TEMPORARY

CONCRETE MEDIAN BARRIER

TEMPORARY BARRIER 1070 (42")

CONCRETE (1")

BARRIER

TYPICAL REINFORCEMENT DETAIL

25

USE FOR INSTALLATIONS REQUIRING 1200 (4’-0") OR 600 (2’-0") ANCHOR BOLT SPACING

SECTION A-A 125 (5") WIDTH FOR 600 (2’-0") ANCHOR HOLE SPACING 75 (3") WIDTH FOR 300 (1’-0") ANCHOR HOLE SPACING

BARRIER DRAINAGE OPENING DETAIL

110 (4") 20x20 ("x")

125 (4")

NOTE: USE BARRIER DRAINAGE OPENINGS FOR

")

CHAMFER (TYP.)

85

(9")

ALL TEMPORARY CONCRETE BARRIERS.

60 (2")

(3

245

MAX.

150

")

40 (1")

(1")

(7") 75

75

MAX.

(6")

150

") 120

2. FOR CONSTRUCTION NOTES, SEE SHEET 2.

#13 (#4) 50 (2") OTHERWISE NOTED #16 (#5)

(9")

180 360 (1’-2")

1. FOR GENERAL NOTES, SEE SHEET 1. #19 (#6)

R=250

CLR.

#19 (#6)

NOTES:

CLR. UNLESS

810

R=25

(4

#13 (#4)

(9")

(7")

555 (22")

(2’-8")

(TYP.)

40 (1")

R=25

CLR.

(1")

(3")

(7

OTHERWISE NOTED #16 (#5)

MAX.

CLR. UNLESS

FOR SPACING

(3")

(9")

85 (3")

SEE ELEVATION

180

20x20 ("x") CHAMFER (TYP.)

240

50 (2")

195

(3’-4") 1015

(4’-2") 1270

R=250

3 SPA. AT

#19 (#6)

(6")

125 (4")

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

COMMONWEALTH OF PENNSYLVANIA #19 (#6)

300

DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

(12")

STANDARD TEMPORARY

TEMPORARY

GLARE SCREEN MEDIAN BARRIER 1270 (50")

MEDIAN BARRIER 810 (32")

TEMPORARY CONCRETE BARRIER, TYPICAL REINFORCEMENT DETAIL

STRUCTURE MOUNTED

TYPICAL REINFORCEMENT DETAIL

REINFORCEMENT DETAILS

SECTION A-A RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 4 OF 8

BC-719M

4200 (14’-0") MIN. ANCHOR POCKETS AND HOLES @ 300 (1’-0") MAX. C L TO C L

325

325

(1’-1") 100

120

(4")

(5")

A

100 (4")

200 (8")

(TYP.)

SEE REINFORCEMENT DETAILS THIS SHT.

B

(1’-1") #13 (#4)

#13 (#4)

SEE SECTION B-B

TRANSITION BAR

B

38

#13 (#4) SEE SECTION B-B

(1") TYP.

C L MEDIAN BARRIER

THIS

REINFORCEMENT SEE

#13 (#4), SEE

(3")

REINFORCEMENT

(TYP.)

AND SLOT C L SLOT

#13 (#4)

TRANSITION

DETAILS THIS

BAR

SHT. (TYP.)

DETAILS

POCKET DETAIL ON SHT.7.

SHT.

90

C L ANCHOR POCKET AND C L 30x50 (1"x2") | SLOT. SEE ANCHOR

FOR REINFORCEMENT SPACING 38 (1")

200 (8")

B FOR REINFORCEMENT BARRIER DRAINAGE OPENING (TYP.)

A

ELEVATION

38 (1")

200 (8")

SEE ELEVATIONS ON SHT.4 AND THIS SHEET.

#13 (#4) @

#13 (#4) @

50 (2") SPA.

50 (2") SPA.

B

AT SLOTTED PLATE CONNECTION, SEE THIS SHT. (TYP.)

(SEE DETAIL SHEET 4)

TEMPORARY

TRAFFIC FACE OF ALTERNATE TEMPORARY CONCRETE

TEMPORARY

SLOTTED PLATE

MEDIAN BARRIER - PLAN

CONNECTION (TYP.)

BARRIER - PLAN

BOTH ENDS OF BARRIER ARE TYPICAL

BARRIER AND BOTH FACES OF TYPICAL TEMPORARY

BOTH ENDS OF BARRIER ARE TYPICAL

CONCRETE MEDIAN BARRIER USE FOR INSTALLATIONS REQUIRING 300 (1’-0"), 600 (2’-0") OR 1200 (4’-0") ANCHOR BOLT SPACING

245 20x20 ("x")

C L BARRIER

(9")

125

20x20 ("x")

CHAMFER (TYP.)

& END SLOT

325

CHAMFER (TYP.)

150

(12")

(6")

240 (9")

(4")

85 (3") 245 (9")

80 (3")

(3’-4")

(TYP.)

R=25 (1")

180

(7")

180

#13 (#4)

CLR. UNLESS

(TYP.)

OTHERWISE NOTED

R=250 16 (") SLOT

(9")

R=250 (9")

(TYP.)

1. FOR GENERAL NOTES, SEE SHEET 1. 2. FOR CONSTRUCTION NOTES, SEE SHEET 2. (3’-6")

150 (6")

(2’-8")

50 (2")

#16 (#5)

(7")

#16 (#5)

TRANSITION BAR

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

3. FOR SECTION A-A, SEE SHEET 4.

1070

OTHERWISE NOTED

#19 (#6)

OTHERWISE NOTED

815

(4’-2")

(1")(TYP.)

CLR. UNLESS

CLR. UNLESS

R=25

50 (2")

R=250

NOTES:

50 (2")

1015

(6")

#13 (#4)

1270

100 (4")

555 (22")

C L END SLOT

#19 (#6)

(9")

810

(2’-8")

150

#19 (#6)

#16 (#5)

#13 (#4)

(TYP.)

#13 (#4)

TRANSITION BAR

TRANSITION BAR

(TYP.)

#19 (#6)

(3")

100 (4")

300 (12")

40 (1") CLR.

ALTERNATE TEMPORARY MEDIAN BARRIER 810 (32")

75

(3")

75

R=25 (1")(TYP.)

330 #19 (#6) C L BARRIER & END SLOT

150

40

(6")

(1")

360

CLR.

(13")

#19 (#6)

535 (21")

(1’-2")

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

TEMPORARY GLARE SCREEN MEDIAN BARRIER 1270 (50")

TEMPORARY BARRIER 1070 (42")

COMMONWEALTH OF PENNSYLVANIA SECTION B-B

DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

STANDARD TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED END SECTION DETAILS AND REINFORCEMENT DETAILS RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 5 OF 8

BC-719M

88

88

(3")

(3")

110 (4")

110 (4") 95 (3")

100 (4")

95 (3")

100 (4")

")

150

455

(1’-2

(6")

865

INSIDE RAD.=

(2’-10")

(2’-9 850

365

")

860 (2’-9")

’-10 870 (2

260 (10")

(1

50 (2")

40

INSIDE RAD.=

OTHERWISE NOTED

")

50 (2") UNLESS

")

INSIDE RAD.=

(1’-6")

INSIDE RAD.= 50 (2")

INSIDE RAD.= 40 (1")

100

195

(4")

160

(4")

(7")

0 0 1 ) " 4 (

80

110

(3")

550 (1’-10")

(6")

110 (4")

80

300 (12")

TRANSITION BAR

(3")

TEMPORARY BARRIER TYPICAL REINFORCEMENT BARS

115 (4")

115 (4")

(TYP.)

45 (1")

(TYP.)

45 (1")

95 (3")(TYP.)

95 (3")(TYP.)

65 (2")

150

(6")

") (1 40

INSIDE RAD.=

")

310

(12

INSIDE RAD.=

")

245

50 (2")

0 0 1 ) " 4 (

(9

(2")(TYP.)

.) ")(TYP

(TYP.)

INSIDE RAD.=

INSIDE RAD.= 40 (1") (TYP.)

P.)

P.)

40 (1")

105

110 (4")

(4")

(TYP.)

(TYP.)

(TYP.)

270

475

(10")

(1’-6")

80

80

(3")

(3")

(TYP.)

(TYP.)

550 (1’-10")

TRANSITION BAR

80 (3") 80

(6")

.) YP (T

40 (1")

INSIDE RAD.=

105 (4")

165

(TYP.)

0 38

INSIDE RAD.=

50 (2")

Y ")(T

) 0 P. 30 TY )( 2" (1

50 (2")

INSIDE RAD.=

215 (8")

) 3" ’(1

INSIDE RAD.=

.) ")(TYP

0 (2’615

(TYP.)

Y ")(T

50

(6")

11 (1’605

INSIDE RAD.=

170

(2")(TYP.)

95 (3")(TYP.)

50

90 (3")(TYP.)

(3’-6 1075

(TYP.)

40 (1")

(3’-5 1060

65 (2") (TYP.)

40 (1")

(TYP.)

375 110 (4")

(3")

(TYP.)

(TYP.)

(1’-2")

GLARE SCREEN MEDIAN BARRIER 1270 (50") MEDIAN BARRIER 810 (32")

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

STANDARD

TEMPORARY MEDIAN BARRIER TYPICAL REINFORCEMENT BARS

TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED BAR BENDING DIAGRAMS RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 6 OF 8

BC-719M

")

100 (4 ")

40 (1

A

50 (2") R

PLAN

")

PLAN

154 (6 ")

B B

B C L ANCHOR POCKET AND

C L ANCHOR POCKET AND

C L SLOT

C L SLOT

POINT OF

POINT OF

INTERSECTION

INTERSECTION

5+1

5+1

54

54 (2

") 540 190

40 (1") R

) "

19 (#6)

(1"x 2") SLOT 65 (2")

40 (1")

13 (#4)

(5")

(5")

ALTERNATE ANCHOR POCKET DETAIL

30 x 50 (1"x 2")

. R L C

SLOT 65 (2")

130

BARRIER ELEVATION

) "

1 (

CLR.

130

BARRIER SECTION A-A

REBAR 125 (5")

0 4

30 x 50

. R L C

")

")

(TYP.)

")

(7

190

13 (#4)

(1

REBAR 125 (5")

1 (

CLR.

(7

5+1

")

0 4

25 (1")

46

(TYP.)

CLR.

(1’-9

40

") 90 (3

46

19 (#6)

(1

") (1’-9

40

(1

540

25 (1") CLR.

40 (1") R

")

")

")

")

(2

40 (1")

154

GUTTER LINE

FOR CLARITY)

B

(1

(6

") 80

(ANCHOR NOT SHOWN

GUTTER LINE

(6 ")

5+1

(3

FOR 25 (1")| ANCHOR

FOR CLARITY)

154

")

130

(1"x 2") SLOT

PARTIAL PLAN B-B

FOR 25 (1")| ANCHOR (ANCHOR NOT SHOWN

A

30 x 50

(1"x 2") SLOT

PARTIAL PLAN B-B

(5

154

(6

80

A

30 x 50

(3

")

") (5

130

FACEBREAK

")

FACEBREAK

125 (5 ")

100 (4 ")

100 (4 ")

A

BARRIER ELEVATION

BARRIER SECTION A-A

ANCHOR POCKET DETAIL

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN

STANDARD TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED ANCHOR POCKET DETAILS

RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 7 OF 8

BC-719M

225

420

(9")

(16")

#13 (#4)

420

225

100

(16")

(9")

(4") (TYP.)

(SEE SECTION G-G)

64 (2") (TYP.)

(TYP.)

16 (") CHAMFER,

32 (1")

G

SEE VIEW H-H

CONNECTION LOOP BAR

460

FOR PINNING

20 (") DIA. (TYP.)

(18")

SLOT DETAIL

(3 REQ’D. EA. END)

50

TYP. BOTH ENDS

LOOP BAR

(2’-1")

CONNECTION

635

20 (") DIA.

U-BAR (TYP.)

(2’-0")

DIAGONAL

50

(TYP.)

(2")

40 (1")

CONNECTION PIN

610

250

(10")

LOOP BAR 530 (1’-9")

175

(7")

150

CONNECTION

(2")

50

#13 (#4) (TYP.)

(6")

62 (2")

#13 (#4)

(2")

(32")

(2’-2") 660

810

(1’-11") 585

225

#19 (#6)

(9")

(2")

(TYP.)

(1’-10")

CONNECTION

560

200

(8")

(5")

125 50

(2")

20 (") DIA.

LOOP BAR

50

G

(TYP.)

50

50 (2")

(2")

62 (2")

BARRIER

(TYP.)

TOP OF BRIDGE DECK

32 (1")

(TYP.)

C L SLOTTED HOLE 3.81 m (12’-6")

LEFT END VIEW

CONNECTION DETAIL

RIGHT END VIEW

ELEVATION 20 (") DIA.

TRAFFIC FACE

60 (2")

OF BARRIER 20x20 ("x") CHAMFER (TYP.)

240

40 (1") (3

88

")

125 (4")

CLR. UNLESS

(9") CONNECTION LOOP BAR

OTHERWISE NOTED

95.3 (3")

20 (") DIA. (TYP.)

560 (1’-10")

") (8

#13 (#4) TYP.

VIEW H-H

R=250

180

PROFILE

") 48

#19 (#6)

U-BAR

40

(9")

(7")

990 (3’-3")

(1

210

(8

555 (22")

DIAGONAL

810

210

200

(2’-8")

(8")

" )

( 21 8 6

838 (2’-9")

#13 (#4)

H

#13 (#4)

LOCATION.

H

45

")

SEE END VIEWS FOR

PLAN

R=25

PINNING SLOT DETAIL

(1")

65 (2") CLR.

75

(3")

DIAGONAL U-BAR

CONNECTION LOOP BAR

#19

REINFORCEMENT BAR DETAILS

(#6)

100 (4")

140 (5")

SECTION G-G

NOTE:

(4")

PIN CONNECTED DROP PIN ANCHOR BARRIER HAS BEEN SUCCESSFULLY 6 (")

TESTED FOR TL-3 TEMPORARY BARRIER

100

20 (")

300 (12")

AS PER NCHRP 350. CONNECTION LOOP BAR

5 (")

(TYP.)

PLAN

PIN IS SET 6 (") IN STEEL PLATE

5

FOR WELDING

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

50 (2") DIA., 6 (") THK.

95.25x48 (3"x1")

PLATE WASHER

PINNING SLOT FORMED IN BARRIER BY 98.5x50

ASTM A36

")

13

HEAD PLATE

(3"x2") O.D.x 1.52 THK.

A36 STEEL

(16 GAUGE) STEEL TUBING.

TRAFFIC FACE

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

(") 44 (1") DIA. HOLE DRILLED IN DECK

BUREAU OF DESIGN

HEAD PLATE

DROP PIN ANCHOR

STANDARD

DETAIL ")

160

40

TEMPORARY CONCRETE BARRIER,

MIN.

A36 STEEL ROD

(6

40 (1") DIA.

540

STEEL ROD

HEAD PLATE DETAIL

762

ASTM A449, TYPE 1

PLATE A36 STEEL, SEE

(21

25 (1") DIA.

(30")

13 (") THK. HEAD

STRUCTURE MOUNTED PIN CONNECTED DROP-PIN CONCRETE DECK

CONNECTION PIN DETAIL

ANCHOR BARRIER SYSTEM

ELEVATION

DECK SECTION DROP-PIN ANCHOR DETAIL

RECOMMENDED

OCT.26, 2010

CHIEF BRIDGE ENGINEER

RECOMMENDED

OCT.26, 2010

DIRECTOR, BUREAU OF DESIGN

SHEET 8 OF 8

BC-719M