JOINT SEALING DETAIL · b. to permit unhindered longitudinal movement of slab, the surface of the...

REVISED

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

OFFICE OF STRUCTURES

DEPUTY CHIEF ENGINEER

(STRUCTURES)

APPROVED:

APPROACH SLABS

PLAN VIEWS AND DETAILS

BD-SA1E

6"

6"

6"

6"

APPROACH PAVEMENT

BEGINS OR ENDS

STA.

CONSTRUCTION

JOINT

1’-0"

1’-0"

1’-0"

1’-0"

EDGE OF TRAVEL LANE

EDGE OF TRAVEL LANE (MEASURE

REQUIRED LENGTH OF APPROACH

SLAB ALONG THIS LINE)

#5(E) BAR TOP

#5 BAR BOTTOM

PROVIDE 2’-0" LAP

W/MAIN REINFORCEMENT

SKEW

#5 BARS @ 12" BOTTOM #5 BARS @ 12" BOTTOM

AZIMUTHSTATION LINE

BRIDGE BEGINS OR

ENDS STA.

#5(E

) B

AR

S @

8" T

OP

#5

BA

RS

@ 8

" B

OT

TO

M

2’-6

"

7-#5(E) BARS @ 4" TOP

HOOKED AT EDGE OF APPROACH SLAB

7-#5 BARS @ 4" BOTTOM

#5(E) BARS @ 8" TOP

#5 BARS @ 8" BOTTOM

(TYPICAL)

END OF U-WINGWALL2" GAP. FILL WITH BITUMINOUS

MATERIAL OR COMPRESSIBLE FOAMEDGE OF APPROACH SLAB

REAR FACE OF BACKWALL

BACKWALL

EDGE OF TRAVEL LANE

SKEW (TYP.) #5 BARS @ 12" BOTTOM

1’-0"

EDGE OF TRAVEL LANE

APPROACH PAVEMENT

BEGINS OR ENDS

STA.BRIDGE BEGINS OR

ENDS STA.AZIMUTH

STATION LINE

CONSTRUCTION

JOINT

#5(E

) B

AR

S @

8" T

OP

#5

BA

RS

@ 8

" B

OT

TO

M

PLAN B

BRIDGE SKEW > 30 n

PLAN A

BRIDGE SKEW < 30 n

DETAIL "A"

ALTERNATE CORNER DETAIL FOR APPROACH SLABS

ON CONVENTIONAL ABUTMENTS WITH U-WINGWALLS

WHERE SHOULDERS ARE 5 ft. OR LESS

#5(E) BARS @ 12" TOP #5(E) BARS @ 12" TOP

#5(E) BARS @ 12" TOP


#5 BARS @ 12" BOTTOM

(TYPICAL)

NOT TO SCALE

NOTES:

ALL REINFORCEMENT SHALL HAVE 3 in. COVER UNLESS OTHERWISE

NOTED.

(E) DENOTES EPOXY COATED BARS.

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE

INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL

OTHER DETAILS, FOR WHICH NO SCALE IS SHOWN, ARE DRAWN

PROPORTIONAL AND ARE FULLY DIMENSIONED.

APPROACH SLAB TABLE

LOCATIONCONCRETE

ITEM 557.20XX

LONGITUDINAL

SAWCUT GROOVING

ITEM 558.02

PROTECTIVE

SEALER

ITEM 559.1896--18

BEGIN APPROACH SLAB

END APPROACH SLAB

(ftq)

DESIGNER NOTES:

1. FOR ROADWAYS WITH SHOULDER WIDTHS 5 ft. OR LESS, THE DESIGNER SHOULD CONSIDER

vINCREASING THE APPROACH SLAB WIDTH OUT TO THE CURB OR FACE OF RAILING. SEE THE

vBRIDGE MANUAL FOR WIDTH REQUIREMENTS.

2. APPROACH SLABS ON INTEGRAL AND JOINTLESS ABUTMENTS ARE EXPECTED TO MOVE AND

vMAY SETTLE. EVEN CONVENTIONAL ABUTMENT APPROACH SLABS MAY HAVE SOME

vSETTLEMENT. THE DESIGNER SHOULD CONSIDER ROTATION AND TRANSLATION IN DETAILING

vAPPROACH SLABS AND AVOID ALL FIXED POINTS FROM U-WINGWALLS, CURBS, SIDEWALKS OR

vBARRIERS. SPECIAL DETAILS SUCH AS 2 LAYERS OF BITUMINOUS MATERIAL OR COMPRESSIBLE

vFOAM MAY BE REQUIRED.

3. ON A SUPERELEVATED BRIDGE, WITH THE CROWN LINE AT EDGE OF TRAVEL LANE, DO NOT

vEXTEND APPROACH SLAB 1 ft. BEYOND CROWN LINE.

4. EXPOSED TOP SURFACE OF APPROACH SLABS SHALL BE GROOVED UNDER THE SAWCUT

vGROOVING OF STRUCTURAL SLAB SURFACE ITEM.

5. WITH ASPHALT CONCRETE APPROACH PAVEMENT A SLEEPER SLAB SHALL BE USED:

A. AT BOTH INTEGRAL ABUTMENTS, IF SPAN FROM c TO c OF BEARINGS EXCEEDS 100 ft.

B. AT EXPANSION ABUTMENT(S) OF A JOINTLESS BRIDGE, IF THE SPAN(S) CONTRIBUTING

vTO EXPANSION AT THE ABUTMENT IN QUESTION EXCEEDS 65 ft.

6. DESIGNER SHALL DETERMINE WHETHER TO USE A SEALED JOINT OR A JOINT SYSTEM BASED

vUPON AMOUNT OF ANTICIPATED APPROACH SLAB MOVEMENT. IF A JOINT SYSTEM IS REQUIRED,

vTHE DESIGNER SHALL SIZE THE JOINT WIDTH AND RECESS DEPTH IN ACCORDANCE

vWITH THE REQUIREMENTS OF THE JOINT SYSTEM CHOSEN.

7. MAKE THE HOT MIX ASPHALT THE SAME THICKNESS AS THE HIGHWAY APPROACH PAVEMENT.

8. THE WIDTH OF THE APPROACH SLAB REQUIRED MAY VARY FROM THAT SHOWN DUE TO

vSHOULDER WIDTH, CURVATURE OF ROAD OR CURBS. REFER TO THE BRIDGE MANUAL FOR

vREQUIREMENTS.

9. FOR APPROACH SLAB CORNER DETAILS FOR JOINTLESS BRIDGES WITH CONCRETE BARRIER,

vSEE BD-SA3E.

SEE DETAIL "A" (TYP.)

ORIGINAL SIGNED BY

GEORGE A. CHRISTIAN, P.E.ISSUED UNDER EB 08-002

EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

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BD-S

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STATE OF NEW YORK


(STRUCTURES)

APPROVED:

BD-SA2E

APPROACH SLAB ITEM

PAYMENT LINES FOR

PAYMENT LINES FOR APPROACH SLAB ITEM

APPROACH SLAB ITEM

PAYMENT LINES FOR 11'-6"

APPROACH SLAB ITEM

PAYMENT LINES FOR

CELL FOAM MATERIAL

PREFORMED CLOSED

MATERIAL SPEC. 705-08

SEALER, CONFORMING TO

COMPRESSIBLE FOAM JOINT

TYPE SHOWN)

(ARMORLESS

JOINT SYSTEM

(SEE NOTE 7)

DETAILS ON HIGHWAY PLANS.

(HIGHWAY ESTIMATE). SHOW

PRESSURE RELIEF JOINT

HOT MIX ASPHALT

(HIGHWAY ESTIMATE)

APPROACH PAVEMENT

CEMENT CONCRETE

BEGINS OR ENDS STATION

APPROACH PAVEMENT

BEGINS OR ENDS

APPROACH PAVEMENT

TYPE SHOWN)

(ARMORLESS

JOINT SYSTEM

BRIDGE ENDS OR BEGINS


JOINTc

JOINTc

ABUTMENT BACKWALL

ABUTMENT BACKWALL(HWY. EST.)

APPROACH PAVEMENT

ASPHALT CONCRETE

• in. RADIUS (TYP.)

ROUND CORNER TO

APPROACH SLAB

#5(E) BARS @ 8"

1'-

0"

#5(E) BARS @ 12"

ROUND CORNER TO • in. RADIUS

#5 BARS @ 12"

1'-

0"

#5 BARS @ 8"


BASE

1'-0"

APPROACH SLAB

TOP COURSE, 1•" (TYP.)

BINDER COURSE, 2" (TYP.)

#5 BARS @ 8"

3'-0" (TYP.)

VARIABLE

CELL BACKER ROD

2 in. DIA. SOFT CLOSED

SEE NOTE D

SILICONE JOINT SEALANT(TYP.)

…" CHAMFER

GRIND EDGE TO

THICKNESS

•" SEALANT

FnWIDTH @ 68

1•" JOINT

•"

BEGINS OR ENDS

APPROACH PAVEMENT

BEGINS OR ENDS

APPROACH PAVEMENT

1'-

0"

1'-

0"

2'-0" 2'-0" 2'-0"

PAYMENT LINES FOR

APPROACH SLAB ITEM PAYMENT LINES FOR

APPROACH SLAB ITEM

NOTE C

LIMITS FORNOTE C

LIMITS FOR

7-#5 @ EQUAL SPACES (BOT.)

7-#5(E) @ EQUAL SPACES (TOP)

6'-0"

1'-

0" 1'-

0"

2'-0" 2'-0" 2'-0"

SEE NOTE A

#5 BARS @ 12"

SEE NOTE G

SEE NOTE A

#5(E) BARS @ 8"

#5(E) BARS @ 12"

#5 BARS @ 12"

#5 BARS @ 8"

& 6

JOINT SEALING DETAIL(WITH > 1 in. TOTAL MOVEMENT)

CONCRETE APPROACH PAVEMENT

SLEEPER SLAB WITH ASPHALT

(USE ONLY IF REQUIRED IN THE FOUNDATION DESIGN REPORT)

REPAIRABLE APPROACH SLAB

FOR CONVENTIONAL ABUTMENTS

LONGITUDINAL SECTIONS OF APPROACH SLABS

WITH ASPHALT CONCRETE APPROACH PAVEMENT WITH CEMENT CONCRETE APPROACH PAVEMENT

OF JOINTc

JOINTc






NOTED.


NOTES:

NOT TO SCALE

#5(E) BARS @ 8"

#5(E) BARS @ 12"

APPROACH SLAB

#5 BARS @ 12"

#5 BARS @ 8"

APPROACH SLAB

3-#5(E) PLACE AS SHOWN

SEE "JOINT SEALING DETAIL"

CONSTRUCTION JOINT

#5(E) BARS @ 12"

ROUND CORNER TO • in. RADIUS 2-#5(E) PLACE AS SHOWN

PREFORMED CLOSED CELL FOAM MATERIAL

CONFORMING TO MATERIAL SPEC. 705-08

COMPRESSIBLE FOAM JOINT SEALER,

#5(E) BARS @ 8"

#5(E) BARS @ 12"

#5 BARS @ 12"

#5 BARS @ 8"

APPROACH SLAB

NOTE 6

SEE RECESS FOR JOINT SYSTEM, SEE NOTES F

CONSTRUCTION JOINT

#5 BARS @ 12"

#5(E) BARS @ 12"

APPROACH SLAB ITEM

PAYMENT LINES FOR

7-#5 @ EQUAL SPACES (BOT.)

7-#5(E) @ EQUAL SPACES (TOP)

6'-0"

SEE NOTE G

ROUND CORNER TO • in. RADIUS

#5 BARS @ 12"

#5(E) BARS @ 12"

#5(E) BARS @ 8"

SECTIONS AND NOTES

APPROACH SLAB

ORIGINAL SIGNED BY

GEORGE A. CHRISTIAN, P.E.

LETTING OF 1/08/09

EFFECTIVE WITH THE

ISSUED UNDER EB 08-002

ISSUED

5/01/08

1 in. TOTAL MOVEMENT)l(WITH

CONCRETE APPROACH PAVEMENT

SLEEPER SLAB WITH ASPHALT

FOR NOTES 1 THROUGH 8, SEE BD-SA1E.

FOR JOINT RECESS DETAIL, SEE BD-ID6E.

BE FOUND ON THE BD-ID SHEETS.

ADDITIONAL INTEGRAL ABUTMENT DETAILS MAY

SEE BD-SS5E.

FOR JOINTLESS DETAILS AT BRIDGE ABUTMENTS,

AND AN ASPHALT PRESSURE RELIEF JOINT.

USE THE APPROPRIATE SLEEPER SLAB DETAIL

ABUTMENTS WITH CONCRETE APPROACH PAVEMENT,

FOR JOINTLESS, INTEGRAL OR SEMI-INTEGERAL

vINCLUDED IN THE UNIT PRICE BID FOR THE APPROACH SLAB ITEM.

vSPECIFICATION 728-06, TWO 0.06 in. THICK SHEETS. PRICE WILL BE

G. COMPRESSED SYNTHETIC SHEET GASKET (TREATED BOTH SIDES), MATERIAL

vUNDER ITS APPROPRIATE ITEM.

vIN THE ITEM FOR THE JOINT SYSTEM. THE JOINT SYSTEM SHALL BE PAID FOR

vIS USED, PAYMENT FOR THE ELASTOMERIC CONCRETE HEADERS SHALL BE INCLUDED

vAREA TO BE PAID FOR UNDER THE APPROACH SLAB ITEM. IF AN ARMORLESS JOINT

vAND PLACING THIS CONCRETE AS THIS QUANTITY LIES WITHIN THE LIMITS OF THE

vWILL NOT BE REQUIRED. NO ADDITIONAL PAYMENT WILL BE MADE FOR FURNISHING

vSPECIFICATIONS FOR THE APPROACH SLAB ITEM, EXCEPT THAT MACHINE FINISHING

vRECESSES FOR INSTALLING THE JOINT SYSTEM SHALL COMPLY WITH THE

F. IF A MODULAR JOINT SYSTEM IS USED, CONCRETE FURNISHED AND PLACED IN THE

vSLAB SURFACE ITEM.

vOF SLEEPER SLABS SHALL BE GROOVED UNDER THE SAWCUT GROOVING OF STRUCTURAL

E. TOP SURFACES OF STRUCTURAL SLABS, APPROACH SLABS AND EXPOSED TOP SURFACES

vSURFACE MOISTURE AND ANY OTHER MATERIAL THAT MAY INTERFER WITH BOND.

vFACES SHALL BE SAND BLASTED TO ROUGHEN THE SURFACE AND TO REMOVE ALL

F OR ABOVE. BOTH JOINTn vBE PERFORMED WHEN THE CONCRETE TEMPERATURE IS 40

vCURE FOR MINIMUM OF 7 DAYS BEFORE JOINT IS SEALED. SEALING SHALL ONLY

vFOLLOWED FOR THOSE SEALANTS THAT REQUIRES A PRIMER. THE CONCRETE SHALL

vDEPARTMENT'S APPROVED LIST. THE MANUFACTURER'S RECOMMENDATIONS SHALL BE

D. FILL THE RECESS WITH A STRUCTURAL JOINT MATERIAL, LIQUID SEALANT, FROM THE

vIN THE UNIT PRICE BID FOR THE APPROACH SLAB ITEM.

vSHALL FOLLOW THE CROSS SLOPE AND GRADE OF ROADWAY. COST TO BE INCLUDED

vPROPOSAL, OR MATERIAL SPECIFICATION 702-3101. THE TOP OF SLEEPER SLABS

v0.04 in. NOMINAL THICKNESS OF PERFORMANCE GRADE ASPHALT AS INDICATED IN THE

C. TOP OF SLEEPER SLABS SHALL BE STEEL TROWEL FINISHED AND COATED WITH A

v.004 in. THICK, AND LAPS SHALL BE 2 ft. MINIMUM.

vSLAB PRIOR TO PLACEMENT OF THE REINFORCEMENT. THE CURING COVERS SHALL BE

vBE PLACED ON THE FINISHED SUBBASE COURSE THE FULL WIDTH OF THE APPROACH

vOPAQUE) IN ACCORDANCE WITH MATERIAL SPECIFICATION SUBSECTION 711-04 SHALL

vTO THE ROADWAY GRADE AND CROSS SLOPE. POLYETHYLENE CURING COVERS (WHITE

vSUBBASE COURSE MUST BE ACCURATELY CONTROLLED TO FOLLOW AND BE PARALLEL

B. TO PERMIT UNHINDERED LONGITUDINAL MOVEMENT OF SLAB, THE SURFACE OF THE

vWHICH COULD CAUSE MOVEMENTS OR UNEVEN SETTLEMENT OF THE SLEEPER SLAB.

vTO PROTECT THE SLEEPER SLAB FROM TEMPORARY LOADINGS OR ANY CONDITION

vSHALL BE ALLOWED. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

vUNDISTURBED COMPACT MATERIAL OR RE-COMPACTED MATERIAL. NO LOOSE BACKFILL

vABUTMENT EMBANKMENT IS IN PLACE. THE SLEEPER SLABS SHALL BE FOUNDED ON

A. EXCAVATION FOR SLEEPER SLABS SHALL BE CAREFULLY MADE AFTER COMPACTED

NOTES:

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STATE OF NEW YORK


(STRUCTURES)

APPROVED:

BD-SA3E

9"

9"

3'-

8"

6"

(TY

P.)

1'-

8"

RAILING POSTS CLEAR THE SLAB CORNERS.

DESIGNER SHALL BE CERTAIN THAT THE HEAVY BLOCKED OUT

THE LAST BRIDGE RAILING POST ON THIS EXTENSION. THE

THIS DIMENSION MAY BE INCREASED AS REQUIRED TO LOCATE

A DURABLE CORNER DETAIL WITH ADEQUATE REINFORCEMENT.

PROTECTION FOR THE TOP OF BACKWALL AND TO PROVIDE

2 ft. (MIN.) FOR STEEL RAILINGS TO PROVIDE COVER AND

CLEAR THE SLAB CORNERS.

THE HEAVY BLOCKED OUT RAILING POSTS

THE DESIGNER SHALL BE CERTAIN THAT

SHALL BE LOCATED ON THIS EXTENSION.

3 ft. MIN. THE LAST BRIDGE RAILING POST

REINFORCEMENT, THIS LENGTH SHALL BE

DURABLE CORNER DETAIL WITH ADEQUATE

OF THE BACKWALL AND TO PROVIDE A

IN ORDER TO COVER AND PROTECT THE TOP

1'-

8"

2'-6

"

FACE OF RAIL

NOT SHOWN

MAIN REINFORCEMENT

CONSTRUCTION JOINT

BRIDGE FASCIA

2'-

6"

2-#5 @ 8" BOTTOM

2-#5(E) @ 8" TOP

(TYPICAL)

#5 BARS @ 8" BOTTOM

#5(E) BARS @ 8" TOP

1

1

FACE OF GUIDE RAIL

BRIDGE FASCIA

(TYPICAL)

#5 BARS @ 12" BOTTOM


(TYPICAL)

#5 BARS @ 8" BOTTOM

#5(E) BARS @ 8" TOP

FACE OF GUIDE RAIL 2'-6

"

(TYPICAL)

2-#5 BARS @ 12" BOTTOM

2-#5(E) BARS @ 12" TOPBRIDGE FASCIA

2'-6"

(TYP.)n 30

(EXPANSION END ONLY)

WITH COMPRESSIBLE FOAM.

CURB AND BACKWALL. FILL

2" GAP BETWEEN END OF

REAR FACE OF BACKWALL

FACE OF TYPE "A" CURB

EDGE OF APPROACH SLAB

MATERIAL OR COMPRESSIBLE FOAM

2" GAP. FILL WITH BITUMINOUS






NOTED.


NOTES:

(TYPICAL)

3-#5 BARS @ 8 BOTTOM

3-#5(E) BARS @ 8" TOP

(TYPICAL)

3-#5 BARS @ 8 BOTTOM

3-#5(E) BARS @ 8" TOP

REINFORCEMENT NOT SHOWN

APPROACH RAILING NOT SHOWN

NOTES:

SPACED AS SHOWN

4-#5 BARS BOTTOM

4-#5(E) BARS TOP AND

TO THE REAR FACE OF THE BACKWALL.

SQUARED OFF WITH THE CURB PORTION EXTENDED

THE BARRIER END TRANSITION PIECE SHALL BE

CONCRETE BARRIER TRANSITION ON THE STRUCTURE,

AT SKEWED JOINTLESSv/vINTEGRAL BRIDGES WITH

DESIGNER/DETAILER:

JOINTLESSv/vINTEGRAL BRIDGES

PLAN VIEWS AND DETAILS

APPROACH SLABS

JOINTLESSv/vINTEGRAL BRIDGE WITH CONCRETE BARRIER

APPROACH SLAB CORNER DETAIL

WITH STEEL RAILINGS

JOINTLESSv/vINTEGRAL BRIDGE WITH SKEW > 30°


RAILINGS (OTHER SIDE SIMILAR)

30° WITH STEELlJOINTLESSv/vINTEGRAL BRIDGE WITH SKEW


ORIGINAL SIGNED BY


LETTING OF 1/08/09

EFFECTIVE WITH THE


ISSUED

5/01/08

FACE OF BARRIER

SPECIFICATION 705-07.

JOINT FILLER CONFORMING TO MATERIAL

2" JOINT WITH PREMOULDED RESILIENT

FASCIA LINE

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

CAST-IN-PLACE

SINGLE SLOPE BARRIER

BD-SA4E

DESIGNER NOTES:

THE DESIGNER SHALL DETAIL THE TRANSVERSE

AND LONGITUDINAL DOWEL CONNECTIONS OR

REFERENCE THE APPROPRIATE HIGHWAY

STANDARD SHEETS.

STYROFOAM MAY BE REMOVED AT THE

DESIGNERS DISCRETION.

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.





1’-6"1’-6"

8" 8"10"10"

3’-

6"

3’-6"

þÿ &�"� þÿ &�"�

TOP OF CONCRETE

SHOULDERTOP OF BITUMINOUS

PAVEMENT

1"

1"

1"

1"

1"

1"2"

2"1"

1"

þÿ�84"

9" þÿ�3

þÿ�1�’�

þÿ��"� �C�

7"

þÿ�5 þÿ�þÿ�

1’-1"

3’-

3"

2’-7"

5’-10"

1" CHAMFER1" CHAMFER

þÿ�5þÿ�

1’-1"

3’-3"

6’-4"

3’-1"

þÿ��"� �C�4"

9" þÿ�2

6"

6"

8"

4"

6-#7(E) (PLACED AS SHOWN)

#5(E) @ 8"

C.I.P. BARRIER

#6(E) @ 8"

8’-0" (MIN.)

(BARRIER MOMENT SLAB WIDTH)

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

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

HIGHWAY JOINT SEALANT (SEE NOTE 3)

TOP OF PAVEMENT

4"

1’-0" LAP

#5(E) @ 8"

3" COV.

3" COV.

3" COV.

6-#

7(E

)

EQ

UA

LL

Y

SP

AC

ED

0 (TYP.)

2" COV.

(TYP.)

2" COV.

2" COV.

#5(E) @ 8"

#5(E)

(PLACED AS SHOWN)

#5 (PLACED AS SHOWN)

1’-0"

(MIN

.)

þÿ�9

6" (MIN.)

4"

6"

6"

8"

6-#

7(E

)

EQ

UA

LL

Y

SP

AC

ED

2" COV.

2" COV.

2" COV.

(TYP.)

0 (TYP.)

#5(E) @ 8"

1" PREMOULDED RESILIENT

JOINT FILLER

PANEL THICKNESS

6" (MIN.)

3" COV. 3" COV.

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB

1’-0"

(MIN

.)

EQ

.E

Q.

CEMENT CONCRETE

PAVEMENT

8’-0" (MIN)

CONCRETE SHOULDER (BARRIER MOMENT SLAB) WIDTH

TOP OF SHOULDER

#5(E) @ 8" 3" COV.

1’-0" LAP

2’-0

" L

AP

2’-0

" L

AP


#5(E) @ 8"

C.I.P. BARRIER

#6(E) @ 8"

#5(E) (PLACED AS SHOWN)

#5 (PLACED AS SHOWN)

CAST-IN-PLACE SINGLE SLOPE BARRIER WITH

BITUMINOUS CONCRETE SHOULDER

CAST-IN-PLACE SINGLE SLOPE BARRIER WITH

CEMENT CONCRETE SHOULDER

CAST-IN-PLACE SINGLE SLOPE BARRIER

FOR MSES WALLS

(BITUMINOUS PAVEMENT)

CAST-IN-PLACE SINGLE SLOPE BARRIER

FOR MSES WALLS

(CONCRETE PAVEMENT)

#5 @ 8"

#5 @ 8"

(MIN.) (MIN.)

(MIN.)

(MIN.)

(MIN.)(MIN.)

(MIN.)

(MIN.)

(MIN.)

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

#5 @ 12" (MAX.) (BOTTOM)

TRAFFIC BARRIER AND MOMENT SLAB NOTES

(BITUMINOUS & CONCRETE SHOULDER)

1. MINIMUM TOTAL LENGTH OF BARRIER MOMENT SLAB IS 2O ft. WHEN PINNED TO AN

vADJACENT SLAB ; 30 ft. WHEN PLACED UNDER ASPHALT.

2. PLACE EXPANSION JOINTS IN BARRIER TO MATCH WITH PAVEMENT JOINTS. DO NOT LOCATE

vTHE BARRIER EXPANSION JOINT WITHIN 6 ft. FROM CENTERLINE OF LIGHT POLE OR 2 ft. FROM

vCENTERLINE OF JUNCTION BOX.

3. HIGHWAY JOINT SEALANT - ASTM D6690, TYPE II APPEARING ON THE DEPARTMENT’S

vAPPROVED LIST.

4. EPOXY REINFORCING BARS SHOWN FOR ILLUSTRATIVE PURPOSES. OTHER CORROSION

vPROTECTION METHODS ACCEPTABLE.

THE MOMENT SLAB HAS BEEN DESIGNED TO

MEET TL-4 REQUIREMENTS.

1"

JOINT FILLER

PREMOULDED RESILIENT

NOTE:

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

PANEL THICKNESS

3-#

5(E

) @

9"

2-#

5(E

) @

9"

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

ORIGINAL SIGNED BY


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

NOTE:





1’-0" LAP

1’-0" LAP

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

CAST-IN PLACE

CONCRETE TRAFFIC BARRIER

(BITUMINOUS & CONC. SHOULDER)

BD-SA5E

TOP OF

CONCRETE

PAVEMENT

TOP OF

BITUMINOUS

PAVEMENT

CEMENT CONCRETE

PAVEMENT

PANEL THICKNESS

TOP OF CONCRETE SHOULDER

TOP OF BITUMINOUS PAVEMENT


1’-7" 1’-7"

7"7"þÿ�2þÿ�9 þÿ�9 þÿ�2

1"

CHAMFER

1"

CHAMFER

þÿ��"� þÿ��"�

1’-9"

1’-9"

2’-10"

2’-10"

10"

10"

1"

1"

1"

1"

7"

þÿ�5þÿ� þÿ�

4" þÿ�8

(MIN.)

(MIN.)

(MIN.) (MIN.)

(MIN.)

þÿ�1�’�

9" þÿ�3

4"

(MIN.)

þÿ�29"

(MIN.)

þÿ�5þÿ�

(MIN.)

3"

3"

2"

5’-2"

2’-7"

2’-7"

1"-1

"

þÿ��"� �C�

þÿ��"� �C�

1"-1"

2’-7"

5’-8"

1"

1"

1"

2"1"

þÿ�9

1’-0"

(MIN

.)

3" COV.

#5(E) @ 8"

3" COV.3" COV.#5 @ 8"

2-#5(E) PLACED AS SHOWN

#5 PLACED AS SHOWN

CAST-IN-PLACE BARRIER

#5(E) @ 8" CENTERS

(MAX.) TWO HAIRPIN BARS.

8-#5(E), AS SHOWN

(2 ft. LONGITUDINAL LAP)

0 (TYP.)

2" COV.

(TYP.)2" C

OV

.

(TY

P.)

#6(E) @ 8"

CTRS. (MAX.)

4"

þÿ�5

8"

8"

10

"

6" (MIN.)

#5 @ 8"

3" COV.

3" COV.SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB

3" COV.

8’-0" (MIN.)


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

#5 @ 12" (MAX.) (BOTTOM)

#5(E) @ 8"

#5(E) (PLACED AS SHOWN)

#5 (PLACED AS SHOWN)2" C

OV

.

2" COV.

(TYP.)

0 (TYP)

8"

8"

10

"þÿ�5

#6(E) @ 8"

CTRS. (MAX.)

4"

8-#5(E), AS SHOWN

(2 ft. LONGITUDINAL LAP)


#5(E) @ 8" CENTERS

(MAX.) TWO HAIRPIN BARS.

CAST-IN-PLACE CONCRETE TRAFFIC BARRIER WITH


CAST-IN-PLACE CONCRETE TRAFFIC BARRIER

FOR MSES WALLS (BITUMINOUS PAVEMENT)

CAST-IN-PLACE CONCRETE TRAFFIC BARRIER

FOR MSES WALLS (CONCRETE PAVEMENT)

CAST-IN-PLACE CONCRETE TRAFFIC BARRIER WITH


3’-1"

(MIN.)

4"

8’-0" (MIN.)

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

#5 @ 12" (MAX.) (BOTTOM)

(BARRIER MOMENT SLAB WIDTH)1’-

0" L

AP

1’-

0" L

AP

DESIGNER NOTES:




STANDARD SHEETS.










vAPPROVED LIST.






JOINT FILLER


JOINT FILLER

EQ.EQ. 1’-0" (MIN

.)

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

6" (MIN.)

PANEL THICKNESS

3-#

5(E

) @

9"

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

2-#

5(E

) @

9"

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

ORIGINAL SIGNED BY


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

CAST-IN-PLACE

VERTICAL FACE BARRIER

CONCRETE SHOULDER

BD-SA6E

THE "D" DIMENSION MUST BE CALCULATED FOR EACH FASCIA.

"E" IS TO BE APPROXIMATELY ONE THIRD OF SIDEWALK WIDTH.

TOP OF ROADWAY

SURFACE

NOMINAL WIDTH OF SIDEWALK

SLOPE 2%

5"

LEVEL

LEVEL

"E" 1’-0"

5"

2"

1"

1"

1"

þÿ��"�

10"

1" CHAMFER

þÿ��"� �C�

4" þÿ�8

þÿ�39"

þÿ�1�’�

7"


(MIN.)

(MIN.)

(MIN.)

(MIN.)

(MIN.)

2"

1’-1"

2’-7"

10"

3’-4"

5’-11"

"D

"

6"

3’-

6"

PANEL THICKNESS

6" (MIN.)

CEMENT CONCRETE

PAVEMENT

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SHEAR

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.I.P. CONCRETE.


9-#5(E), AS SHOWN

(2’-0" LONGITUDINAL LAP)

11

"

2" COV.

(TYP.)

1’-

0" L

AP

(MIN

.)

2’-

0" L

AP

(M

IN.)

8’-0" (MIN.)


#4(E) @ 12" (MAX.)

#4(E) @ 12" (MAX.)

þÿ�1��"�

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

#5 @ 12" (MAX.) BOTTOM

#5(E) @ 8"

3" COV.

3" COV.#5 @ 8"1’-0" LAP.

3-#5 PLACED AS SHOWN

1"

PREMOULDED RESILIENT

JOINT FILLER

3 S

PA

CE

S @

9"

2-#

5(E

) @

9"

0 (TYP.)

3" COV.

1’-

0" (

MIN

.)

EQ

.E

Q.

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

#5(E) @ 8"

CAST-IN-PLACE VERTICAL FACE BARRIER WITH


CAST-IN-PLACE VERTICAL FACE BARRIER

FOR MSES WALLS

(CONCRETE PAVEMENT)

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

TWO HAIRPIN BARS









DESIGNER NOTES:




STANDARD SHEETS.





2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

NOTE:





ORIGINAL SIGNED BY


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

CEMENT CONCRETE

PAVEMENT

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

6" (MIN.)

þÿ�1�’�

þÿ�3þÿ�1� 5"

1’-0"

þÿ &

�"�

2’-10"

3’-6"

7"

3"

TOP OF CONCRETE

PAVEMENT

7"

þÿ�5þÿ� þÿ�

4" þÿ�8

þÿ�39"

þÿ�1�’�

þÿ��"� �C�

þÿ�2

�’�

1’-1"

þÿ�6

�’�

þÿ�1

þÿ�1

(MIN.)

(MIN.)

(MIN.)

(MIN.)(MIN.)

(MIN.)

þÿ�1�’�

þÿ�1� þÿ�3 5"

1’-0"

þÿ�1

þÿ�1

þÿ &

�"�

2’-10"

3’-6"

TOP OF BITUMINOUS

PAVEMENT

7"

3"

þÿ�5

(MIN.)

þÿ�

1’-1"

4"þÿ��"� �C�

9" þÿ� �

(MIN.)(MIN.)

þÿ�6

�’�

þÿ�2

�’�-

þÿ�9

1’-0"

3" COV.

3" COV.

3" COV.

4"


TOP OF BITUMINOUS PAVEMENT

F-SHAPED BARRIER

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

4"

5"

4"

10"

10

"

1’-

0" L

AP

(MIN

.)

2" COV.

(TYP.)

2" C

OV

.

0 (TYP.)

3-#5(E) PLACED AS SHOWN

3-#

5(E

) @

9"

8’-0" (MIN.)


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

#5 @ 12" (MAX.) (BOTTOM)

#5 @ 8"

1’-0" LAP

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

#5 @ 12" (MAX.) (BOTTOM)

#5 @ 8"

3" COV. 3" COV.

3" COV.#5(E) @ 8"

#5(E) @ 8"

TOP OF CONCRETE SHOULDER

#5(E) PLACED AS SHOWN

8’-0" (MIN.)


F-SHAPED BARRIER

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

1’-0" LAP

2-#5 PLACED AS SHOWN

1’-

0" L

AP

(MIN

.)

4"

5"

10

"10"

4"

2-#

5(E

) @

9"

0 (TYP.)

10-#7(E),

AS SHOWN

10-#7(E),

AS SHOWN

PANEL THICKNESS

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

2" COV.

(TYP.)

2" C

OV

.

CAST-IN-PLACE F-SHAPED TRAFFIC BARRIER WITH


CAST-IN-PLACE F-SHAPED TRAFFIC BARRIER WITH


CAST-IN-PLACE F-SHAPED TRAFFIC BARRIER

FOR MSES WALLS (CONCRETE PAVEMENT)

CAST-IN-PLACE F-SHAPED TRAFFIC BARRIER

FOR MSES WALLS (BITUMINOUS PAVEMENT)

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

TWO HAIRPIN BARS

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

TWO HAIRPIN BARS

(MIN

.)

1’-0"

(MIN

.)EQ. EQ.NOTE:





REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

CAST-IN-PLACE

F-SHAPED BARRIER


BD-SA7E

DESIGNER NOTES:




STANDARD SHEETS.












vAPPROVED LIST.




JOINT FILLER


JOINT FILLER

STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

6" (MIN.)

PANEL THICKNESS

ORIGINAL SIGNED BY


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

SLOPE 2%

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

CAST-IN-PLACE

TEXAS AESTETIC BARRIER

CONCRETE SHOULDER

BD-SA8E

"C" AND "D" DIMENSION MUST BE CALCULATED FOR EACH FASCIA.

"E" IS TO BE APPROXIMATELY ONE THIRD OF SIDEWALK WIDTH.

NOTE:





STYROFOAM - GLUE TO

PANEL AS REQUIRED

TO KEEP STYROFOAM

IN PLACE DURING

PLACEMENT OF

C.vI.vP. CONCRETE.

1’-0"

10"

1" (TYP.)

4"

4"

NOMINAL WIDTH OF SIDEWALK

LEVELLEVEL

5"

2"

"D

"

"E" 1’-0"

2"

1"

1"

1"

þÿ��"� �C�

4"

9"

þÿ�8

þÿ�3

þÿ�1�’�

7"


(MIN.)

(MIN.)

(MIN.)

(MIN.) (MIN.)

(MIN.)

1’-1"

þÿ�2

�’�

3’-6"

"C

"

1" (

TY

P.)

6"

CEMENT CONCRETE

PAVEMENT

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB3" COV.

3" COV.

3" COV.

#5 @ 8"

#5(E) @ 8"

1’-

0" (

MIN

.)

8’-0" (MIN.)


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

#5 @ 12" (MAX.) (BOTTOM)

þÿ�1��"�


2-#7(E)


2" COV.

(TYP.)

#5(E), SPACED AS SHOWN

IN ELEVATION TWO

HAIRPIN BARS

0 (TYP.)

#4(E) @ 12" (MAX.)

2-#5(E)


1’-0" LAP

PANEL THICKNESS

6" (MIN.)

3-#5, PLACED AS SHOWN

2-#

5(E

) @

9"

#5(E) @ 8"

2’-

0" L

AP

#4(E) @ 12" (MAX.)

EQ

.E

Q.

CAST-IN-PLACE TEXAS AESTHETIC BARRIER

WITH CEMENT CONCRETE SHOULDER

CAST-IN-PLACE TEXAS ASTHETIC BARRIER

FOR MSES WALLS

(CONCRETE PAVEMENT)

DESIGNER NOTES:




STANDARD SHEETS.












JOINT FILLER



2-#4(E), EQ. SP.,

ADJUST TO ALLOW

2" COVER

TOP OF ROADWAY

SURFACE

ORIGINAL SIGNED BY


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

BD-SA9E


NOTE:





STYROFOAM (TO REMAIN IN PLACE)

GLUE TO PANEL WITH WATERPROOF

ADHESIVE.



ADHESIVE.

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB

TOP OF ROADWAY

SURFACE

LEVELING

CONCRETE

#4(E) ADJUST TO

ALLOW 2" COVER

6" (MIN.)

FRONT FACE OF

PRECAST MSES

WALL PANEL

PANEL THICKNESS

PANEL THICKNESS

þÿ�1�’�-

1’-6"

8"10"

þÿ &�"�

3’-

6"3’-3"

þÿ�5

�’�

þÿ�2

�’�

1’-1"

4"

þÿ��"� �C�

9"

þÿ�1�’�-

10"þÿ�9

7"


1"

1"

1"

(MIN.)

(MIN.)

(MAX.)

(MIN.)

(MIN.)

3" COV.

3" COV.

3" COV.

3" COV.

3" COV.

3" COV.

CEMENT CONCRETE

PAVEMENT

CAULKING COMPOUND FOR STRUCTURES

TOP OF SHOULDER

TOP OF PAVEMENT

4"

6"

6"

8"

7"

7"

9-#

5(E

) @

7"

1’-

0" L

AP

#5 @ 8"

2’-0" LAP

2’-0" LAP

MEMBRANE WATERPROOFING

MATERIAL


#5(E) @ 8"

PRECAST BARRIER

8’-0" (MIN.)


#4(E) @ 12" (MAX.) (TOP)

#4 @ 12" (MAX.) (BOTTOM)


1’-0"

þÿ�9

1’-0"

(MIN

.)

#5 @ 8"

#5(E) @ 8"

#4(E) ADJUST TO

ALLOW 2" COVER

LEVELING

CONCRETE

2" COV.

(TYP.)

4-#7(E)

#5(E) @ 8"

0 (TYP.)

6" (MIN.)

4"

1’-0

" L

AP


#5(E) @ 8"

PRECAST BARRIER

8’-0" (MIN.)

#4(E) @ 12" (MAX.) (TOP)

#4 @ 12" (MAX.) (BOTTOM)

#5(E) @ 8"

#5 @ 8"

#5 @ 8"

2’-0" LAP

2’-0" LAP

1’-0

" L

AP

1’-0"

(MIN

.)EQ. EQ.

4"

6"

6"

8"

7"

7"

9-#

5(E

) @

7"

1’-

0" L

AP

4-#7(E)

2" COV.

(TYP.)

#5(E) @ 8"

0 (TYP.)

PRECAST SINGLE SLOPE BARRIER WITH


PRECAST CONCRETE SINGLE SLOPE BARRIER

FOR MSES WALLS

PRECAST SINGLE SLOPE BARRIER WITH


1" CHAMFER


DESIGNER NOTE:




STANDARD SHEETS.



1" PREMOULDED

RESILIENT

JOINT FILLER

1" PREMOULDED

RESILIENT

JOINT FILLER

PRECAST SINGLE SLOPE BARRIER


ORIGINAL SIGNED BY


1. MINIMUM TOTAL LENGTH OF BARRIER MOMENT SLAB IS 20 ft. WHEN PINNED TO AN

vADJACENT SLAB 30 ft. WHEN PLACED UNDER ASPHALT.

2. PLACE EXPANSION JOINTS IN PRECAST BARRIER TO MATCH WITH PAVEMENT JOINTS. DO NOT LOCATE



3. PROVIDE A MINIMUM PRECAST BARRIER LENGTH OF 10 ft.

4. BEGIN VERTICAL REINFORCEMENT AT 3 in. FROM EITHER END OF 10 ft. PANEL.


vAPPROVED LIST.

6. LEVELING CONCRETE AS REQUIRED TO ACHIEVE DESIGN PROFILE.

þÿ� � � �v�2� �i�n�.� �M�I�N�.� �A�N�D� �9�� i�n�.� �M�A�X�.� �T�H�I�C

vTHAN 4 in. WITH A LONGITUDINAL #5 BAR CENTERED IN THE POUR.

7. EPOXY REINFORCING BARS SHOWN FOR ILLUSTRATIVE PURPOSES. OTHER

vCORROSION PROTECTION METHODS ACCEPTABLE.

;


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

NOTE:







ADHESIVE.

SHEAR DOWEL BETWEEN

HIGHWAY PAVEMENT

AND MOMENT SLAB



ADHESIVE.

TOP OF PAVEMENT

1’-7"

þÿ�9 þÿ�2 7"

1" CHAMFER

10"

1’-9"

2’-10"

þÿ��"�

þÿ��"� �C�

2’-7"

þÿ�2

�’�

1’-1"

þÿ�5

�’�

1"

1"

1"

7"


3"

(MIN.)

(MIN.)

(MIN.) (MIN.)

(MIN.)

(MAX.)

(MAX.)

þÿ�94" þÿ�5

þÿ�49"

TOP OF PAVEMENT

MEMBRANE WATERPROOFING

MATERIAL


2’-0" LAP

1’-0"

8’-0" (MIN.)


#4(E) @ 12" (MAX.) (TOP)

#4 @ 12" (MAX.) (BOTTOM)

2’-0" LAP

3" COV.

3" COV.

3" COV.

#5(E) @ 8"

#5 @ 8"

#5(E) @ 8"

PANEL THICKNESS

6" (MIN.)

0 (TYP.)

þÿ�9

1’-0"

(MIN

.)


# 5(E) @ 8"

PRECAST BARRIER

#6(E) @ 8"

4"

10

"

2" COV.

(TYP)

6-#

5(E

) @

8"

5"

9-#

5(E

) @

7"

1’-

6" L

AP

(MIN

.)

LEVELING

CONCRETE

#4(E) ADJUST TO

ALLOW 2" COVER

FRONT FACE OF

PRECAST MSES

WALL PANEL

1’-0"

(MIN

.)EQ

. EQ.CEMENT CONCRETE

PAVEMENT

TOP OF SHOULDER

CAULKING COMPOUND FOR STRUCTURES

#4(E) @ 12" (MAX.) (TOP)

#4 @ 12" (MAX.) (BOTTOM)

8’-0" (MIN.)


#4(E) ADJUST TO

ALLOW 2" COVER

FRONT FACE OF

PRECAST MSES

WALL PANEL

6" (MIN.)

PANEL THICKNESS

3" COV.3" COV.

3" COV.

#5 @ 8"

#5(E) @ 8"

2’-0" LAP

2’-0" LAP


# 5(E) @ 8"

PRECAST BARRIER

#6(E) @ 8"

LEVELING

CONCRETE

1’-

6" L

AP

(MIN

.)

10

"6

-#5

(E)

@ 8

"5

"9

-#5

(E)

@ 7

"

2" COV.

(TYP)

0 (TYP.)

PRECAST CONCRETE TRAFFIC BARRIER WITH


PRECAST CONCRETE TRAFFIC BARRIER

FOR MSES WALLS

PRECAST CONCRETE TRAFFIC BARRIER WITH


1’-7"

REVISED

STATE OF NEW YORK




(STRUCTURES)

APPROVED:

BD-SA10E

DESIGNER NOTE:




STANDARD SHEETS.




PRECAST CONCRETE TRAFFIC BARRIER


1" PREMOULDED

RESILIENT

JOINT FILLER

1" PREMOULDED

RESILIENT

JOINT FILLER

#5 @ 8"

#5(E) @ 8"

ORIGINAL SIGNED BY


1. MINIMUM TOTAL LENGTH OF BARRIER MOMENT SLAB IS 20 ft. WHEN PINNED TO AN

vADJACENT SLAB 30 ft. WHEN PLACED UNDER ASPHALT.

2. PLACE EXPANSION JOINTS IN PRECAST BARRIER TO MATCH WITH PAVEMENT JOINTS. DO NOT LOCATE



3. PROVIDE A MINIMUM PRECAST BARRIER LENGTH OF 10 ft.

4. BEGIN VERTICAL REINFORCEMENT AT 3 in. FROM EITHER END OF 10 ft. PANEL.


vAPPROVED LIST.

6. LEVELING CONCRETE AS REQUIRED TO ACHIEVE DESIGN PROFILE.

þÿ� � � �v�2� �i�n�.� �M�I�N�.� �A�N�D� �9�� i�n�.� �M�A�X�.� �T�H�I�C

vTHAN 4 in. WITH A LONGITUDINAL #5 BAR CENTERED IN THE POUR.

7. EPOXY REINFORCING BARS SHOWN FOR ILLUSTRATIVE PURPOSES. OTHER

vCORROSION PROTECTION METHODS ACCEPTABLE.

;


EFFECTIVE WITH THE

LETTING OF 1/08/09

ISSUED

5/01/08

JOINT SEALING DETAIL · b. to permit unhindered longitudinal movement of slab, the surface of the...

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Transcript of JOINT SEALING DETAIL · b. to permit unhindered longitudinal movement of slab, the surface of the...