A

REPLACE

ADEFORMED

DETAIL

RETAINED

SLAB

EXISTING

TRANSVERSE

JOINT LONGITUDINAL

TIE BAR DETAIL

REMOVE

&EXISTING

LONGITUDINALJOINT

FULL-DEPTH

SAWCUT

RETAINED

SLAB

EXISTING

JOINT

Ps

(SEE TABLE) 12"

MIN

6'-0" MIN

EXISTING

JOINT

LONGITUDINALEXISTING SHOULDER

6'-0" MIN

12"

MIN

EXISTING SHOULDER

EXISTING

JOINT

LONGITUDINAL

DEFORMED

DETAIL

TIE BAR

B B

2' 2'

EXISTING

TRANSVERSE

JOINT

EXISTING

JOINT

EXISTING SHOULDERJOINT

LONGITUDINAL

EXISTING

SEE SKETCH FOR

RECOMMENDED FULL SLAB

REPLACEMENT

REQD NEW TRANSVERSE

JOINT SMOOTH

DOWEL DETAIL

EXISTING

LONGITUDINAL

JOINTEXISTING SHOULDER

EXISTING

JOINT

LONGITUDINAL

SMOOTH

DOWEL

DETAIL

REMOVE

&

REPLACE

SMOOTH

DOWEL

DETAIL

&

REPLACE

REMOVE

TRANSVERSE

REQUIRED ADDITIONAL TRANSVERSE JOINT

REQUIRED ADDITIONAL TRANSVERSE JOINT

APPROXIMATE

CONCRETE

PAVEMENT

JOINT SPACING

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

REPAIR LENGTH

P

15 FT

20 FT

20 FT 16 FT

N/A

6 FT

6 FT

N/A

8 FT

PARTIAL SLAB REPLACEMENT

WHEN DAMAGED AREA IS MORE THAN

(6) FEET FROM AN EXISTING TRANSVERSE JOINT

15'

20'

40'

15'

15'

19'

20' 24' 12' 12'

40' 44' 16' 12' 16'

SEE SHEET 3 OF 3

FULL SLAB REPLACEMENT

FULL SLAB REPLACEMENT

2' 2'

2' 2'

2' 2'

TRANSVERSE

TRANSVERSE

JOINT

LONGITUDINAL

EXISTING

SPS

C

C

C

C

C

C

-GENERAL NOTES AND DETAIL DRAWINGS-

C

C

* FULL SLAB REPLACEMENT SKETCH

* SEE SKETCH FOR RECOMMENDED

*

E E E E

EE

EE

TIE BAR

09-13-10 by J.F.T.

repairs, added sketch and table on

Removal & Replacement, full lane width

Revised sheet as Full & Partial Slab3.

6" x 6" W4 wire on 08-20-99 by J.F.T.

Changed WWF 6" x 12" W4 wire to WWF2.

Revised 08-13-99 by J.F.T.1.

& REPLACEMENT

FULL & PARTIAL SLAB REMOVAL

DETAILS OF CONCRETE PAVEMENT

D.J.W.

11-06-90 CPR-453 (SHEET 1 OF 3) 45301

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

F

2'

EXISTING

TRANSVERSE

JOINT

EXISTING

JOINT

LONGITUDINAL

EXISTING SHOULDER

EXISTINGLONGITUDINALJOINT

EXISTING SHOULDER

EXISTING

TRANSVERSE

JOINT

FULL-DEPTH

SAW CUT

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR

DISTANCE ON ONE SIDE OF EXISTING TRANSVERSE JOINT

@ JOINT DETAIL

F

DETAIL

DEFORMED SMOOTH

DOWEL

DETAIL

FULL-DEPTH

SAW CUT

6' MINPJ

(SEE TABLE)

DEFORMED

DETAILDOWEL

DETAIL

SMOOTH

DOWEL

DETAIL

SMOOTH

SEE

REMOVE&

REPLACE

6'-0" MIN 6'-0" MIN

DEFORMED

EXISTING

LONGITUDINAL

JOINT

EXISTING

JOINT

TRANSVERSE

EXISTING SHOULDER

EXISTING SHOULDER

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR DISTANCE

ON BOTH SIDES OF EXISTING TRANSVERSE JOINT

(SINGLE LANE)

DEFORMED

DETAIL

DOWEL

DETAIL

SMOOTH

DOWEL

DETAIL

SMOOTH

SEE

REMOVE

&

REPLACE

DEFORMED

DETAIL

EXISTING

LONGITUDINAL

JOINT

EXISTING

JOINT

TRANSVERSE

EXISTING SHOULDER

EXISTING SHOULDER

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR DISTANCE

ON BOTH SIDES OF EXISTING TRANSVERSE JOINT

6'-0" MIN

DOWEL

DETAIL

SMOOTH

REMOVE

&

REPLACE

(MULTIPLE LANE)

APPROXIMATE

CONCRETE

PAVEMENT

JOINT SPACING

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

REPAIR LENGTH

P

15 FT

20 FT

20 FT 16 FT

6 FT

6 FT

6 FT

11 FT

16 FT

D

DD

D

TRANSVERSE

TRANSVERSE D D

REMOVE&

REPLACE

TRANSVERSE

EXISTING

LONGITUDINAL

JOINT

MIN

12"

MIN

12" MIN

12"

DETAIL

TRANVERSE

EXISTING

LONGITUDINAL

JOINT

6'-0" MIN

TRANSVERSE

J

SEE SHEET 3 OF 3

-GENERAL NOTES AND DETAIL DRAWINGS-

PJ

6" MIN

MIN

12"

6" MIN 6" MIN

6" MIN

LONGITUDINAL TIE BAR

@ JOINT DETAIL

LONGITUDINAL TIE BAR

@ JOINT DETAIL

LONGITUDINAL TIE BAR

@ JOINT DETAIL

LONGITUDINAL TIE BAR

@ JOINT DETAIL

E E E E

E E E E

E E E E

TIE BAR

TIE BAR

TIE BAR

TIE BAR

TIE BAR

TIE BAR

LONGITUDINAL

by J.F.T.

repairs and added table on 09-13-10

Revised sheet for full lane width2.

by J.F.T.

Added to CADD on 04-30-991.

EXCEEDS 6 FEET IN WIDTH

SLABS AT JOINTS WHERE DAMAGE

REMOVAL & REPLACEMENT OF DAMAGED

DETAILS OF CONCRETE PAVEMENT

D.J.W.

12-08-89 CPR-453 (SHEET 2 OF 3) 45302

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

12"

MIN

12"

MIN

MIN

INTO EXISTING SLAB

REQD NO 6 DEFORMED TIEBARS

18" LONG @ 12" OC EPOXIED 9"

APPROXIMATE

CONCRETE

PAVEMENT

JOINT SPACING

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

REPAIR LENGTH

15 FT

20 FT

20 FT 16 FT

N/A

6 FT

6 FT

N/A

8 FT

EXISTING

JOINTLONGITUDINAL12"

MIN

12"

MIN

MIN

No 10 DEFORMED

TIE BARSNo 10 DEFORMED

TIE BARS

REQD No 6 DEFORMED TIEBARS

18" LONG @ 12" OC EPOXIED 9"

INTO EXISTING SLAB

MIN

FULL-DEPTH

SAW CUT

2'-0"

EXISTINGTRANSVERSE

JOINT

LONGITUDINAL

JOINT

EPOXIED 9" INTO

EXISTING SLAB

EXISTING

SLAB

SMOOTH DOWELS

18"LONG @ 12" OC

LONGITUDINALJOINT

DEFORMED

TIEBARS 18"LONG

@12" OC

EPOXIED 9" INTO

EXISTING SLAB

LONGITUDINAL

JOINT

FULL-DEPTH

SAW CUT

LONGITUDINAL

JOINT

SECTION - BB

REMOVE AND REPLACE

D/2

D

JOINT TO BE SAWED AND SEALEDJOINT TO BE SAWED AND SEALED

3" 3"

1•" o SMOOTH DOWELS*WWF 6" x 6" W4 OR D4 WIRE

1•" o SMOOTH DOWELS*

(SEE NOTE)

JT TO BE SAWED & SEALED

JT TO BE SAWED & SEALED

D/2 D

SECTION-AA

3"

6' MIN REMOVE & REPLACE

W4 OR D4 WIRE

WWF 6" x 6"

JOINT TO BE SAWED

AND SEALED

RETAINED

SLAB

JOINT MATERIAL

REPAIR

SECTION-CC

CONC

‚" THICK PREFORMED

D/2D

SECTION-DD

3" 3" 3"

D/2

D/2

SAWED & SEALED

JOINT TO BE

6'-0" MIN 6'-0" MIN

WWF 6" x 6" W4 OR D4 WIRE18" LONG

DOWEL *

SMOOTH

1 1/2 " o

MATERIAL (SEE NOTE)

UNSUITABLE BASE

UNSUITABLE BASE MATERIAL

*

NYLON OR PLASTIC

MATERIAL

INTO EXISTING CONCRETE PAVEMENT

DETAILS OF EPOXY RETENTION DISK

1"±1•

"

‘" R-WEEP HOLE

REQUIRED TO EPOXY 1•" o SMOOTH DOWELS*

UNSUITABLE BASE MATERIAL (SEE NOTE)

NO 10 DEFORMED TIE BAR 18" LONGNO 10 DEFORMED TIE BAR 18" LONG

REQD 1•" o

PS

(SEE TABLE)

EPOXY RETENTION DISK

DOWEL BAR

SECTION-EE

LONGITUDINAL TIEBAR @ JOINT DETAIL

LONGITUDINAL TIEBAR DETAIL

SMOOTH DOWEL DETAIL TRANSVERSE DEFORMED

TIEBAR DETAIL

(SEE NOTE)

JT TO BE SAWED & SEALED

D/2 D

SECTION-FF

3"

6' MIN REMOVE & REPLACE

W4 OR D4 WIRE

WWF 6" x 6"

*DOWELS 18" LONG

1 1/2 " o SMOOTH

NO 10 DEFORMED BARS 18" LONG

CONC PAVT

JOINT TO BE SAWED & SEALED

UNSUITABLE BASE MATERIAL

NO 10 DEFORMED BARS 18" LONG

REQD NO 10

(„" MIN THICKNESS)

*

PS

PS

JOINT OR NEW WORKING JOINT ON THE ADJACENT LANE.

9. NO WORKING JOINT SHALL BE ESTABLISHED AT A DISTANCE GREATER THAN (2) FEET FROM THE EXISTING

BE REMOVED PRIOR TO THE POURING OF THE REPLACEMENT SLAB.

REACHED A CONSISTENCY THAT IT WILL NOT RUN OUT OF THE DRILLED HOLE. THE RETENTION DISK SHALL

THE EXISTING CONCRETE PAVEMENT. THE RETENTION DISK SHALL BE HELD IN PLACE UNTIL THE EPOXY HAS

8. EPOXY RETENTION DISK WILL BE REQUIRED FOR THE INSTALLATION OF ALL 1•" o SMOOTH DOWELS INTO

JOINTS THAT REQUIRE SMOOTH DOWELS SHALL BE SAWED AND SEALED AS DETAILED ON SP-DWG CPJ-450.

"LONGITUDINAL JOINT SEAL" AND "EDGE OF PAVEMENT JOINT SEAL" ON SP-DWG JC-454, NORMAL TRANSVERSE

7. THE NEW JOINTS ADJACENT TO THE REPAIR AREA SHALL BE SAWED AND SEALED AS SHOWN FOR

AND SEALING OF JOINTS.

INCLUDING REINFORCEMENT STEEL, TIE BARS, DOWELS, DRILLING EXISTING CONCRETE, EPOXY AND SAWING

REPLACEMENT SLAB, PER CUBIC YARD, WHICH SHALL BE COMPLETE PAYMENT FOR CONCRETE PAVEMENT SLAB

6. PAYMENT FOR THE REQUIRED CONCRETE PAVEMENT WILL BE MADE UNDER ITEM 453-D, CONCRETE PAVEMENT

REMOVAL SHALL EXTEND (6) INCHES MIN BEYOND CRACKED OR SPALLED CONCRETE.

COMPLETE PAYMENT FOR SAWING AND REMOVING CONCRETE PAVEMENT SLAB, INCLUDING REINFORCEMENT STEEL, DOWELS AND TIE BARS.

5. PAYMENT FOR REMOVING WILL BE MADE UNDER ITEM 453-C, REMOVAL OF CONCRETE PAVEMENT SLAB, PER SQUARE YARD, WHICH SHALL BE

4. SAME METHOD OF REPAIR SHALL BE USED FOR MORE THAN 2-LANES IN ONE DIRECTION.

3. WIRE REINFORCEMENT WILL BE REQUIRED IN ALL REPAIR AREAS.

CRACK OR JOINT.

2. PATCHES FALLING WITHIN (6) FEET OF EXISTING TRANSVERSE CRACKS OR JOINTS SHALL BE EXTENDED TO INCLUDE THE

SHALL BE A SUBSIDIARY OBLIGATION OF PAY ITEM 453-D.

AND A BOND BREAKER PLACED PRIOR TO POURING THE REPLACEMENT SLAB. THE COST OF REMOVAL OF UNSUITABLE MATERIAL

IF DEPTH OF REMOVAL IS GREATER THAN 2", THE CONCRETE SHALL BE POURED SEPARATE, A SMOOTH FINISH PROVIDED,

THE ENGINEER. AREAS OF REMOVAL SHALL BE REPLACED WITH CONCRETE POURED MONOLITHIC WITH REPLACEMENT SLAB.

1. ANY BASE MATERIAL DETERMINED TO BE UNSUITABLE BY THE ENGINEER SHALL BE REMOVED TO A DEPTH DIRECTED BY

6"

6" 6"

6"

6" 6"

6"

12"

MIN

12"

MIN

MIN

INTO EXISTING SLAB

REQD NO 6 DEFORMED TIEBARS

18" LONG @ 12" OC EPOXIED 9"

6"

No 10 DEFORMED

TIE BARSTIE BARS

No 10 DEFORMED

6'-0" MIN 6'-0" MIN

EXISTING TRANSVERSE JOINT

EXISTING

LONGITUDINAL

JOINT

REQD 1•" o

SMOOTH DOWELS

18" LONG @ 12" OC

REMOVAL & REPLACEMENT

DETAILS OF CONCRETE PAVEMENT

on 09-13-10 by J.F.T.

Notes for full lane width repairs

sheet drawing, revised General

Consolidated all details as single2.

by J.F.T.

Added to CADD on 04-30-991.

D.J.W.

12-08-89 CPR-453 (SHEET 3 OF 3) 45303

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

FULL DEPTH

SAW CUT

TIE BAR SPACED

15" 15"

& EPOXY

RETAIN

(RETAIN)

PARTIAL DEPTHSAW CUT

BARS (RETAIN)

REINF

SAW CUT

SURFACE

BARS

& GROOVING

(RETAIN)

REMOVED (LENGTH

FAILED AREA TO BE

CONCRETE PAVEMENT

VARIES)

CHAIRS

(RETAIN)

(RETAIN)

B

B

C

C

TRAFFIC

FR

OM

PA

VE

ME

NT

ED

GE

OR

LO

NGI

TU

DI

NA

L

CE

NT

ER J

OI

NT

FR

OM

PA

VE

ME

NT

ED

GE

OR

LO

NGI

TU

DI

NA

L

CE

NT

ER J

OI

NT

TRAFFIC

B

A

A

B

REPLACEMENT (ITEM 453-B)

12"

MINFULL DEPTH OF

CONC PAVEMENT

12"

MIN

2"

NOTES

DETAIL FOR REMOVAL OF FAILED AREA

DETAIL FOR TYING STEEL PATCHES

DETAIL FOR REPLACEMENT OF FAILED AREAS

SECTION "BB"

REINF BARS

REQD FULL DEPTH

REINF BARS

REINF BARS

REQD GRINDING

CONC SHOULDER

6'-0" MIN

6'-0" MIN

6'-0" MIN

18" TIED STEEL

24" TIED STEEL

24" (TIED STEEL)

1 1/2" DEEP

24" TIED STEEL

24" TIED STEEL

24" TIED STEEL

1 1/2" DEEP

24" TIED STEEL

2"

24" MIN 24" MIN

IN PLACE CONC PVMT

IN PLACE REINF STEEL

SECTION "CC"

CONCRETE PAVEMENT

IN PLACE REINF BARSREQD

REINF BARS

IN PLACE (RETAIN)

IN PLACE BASE

REQD EPOXY SURFACE IN PLACE SUBBASE

REQD

REINF BARS

REQD REINF BARS

CONC PATCH

REQD NO 6

30" OC

IN PLACE

REQD EPOXY

REQD DRILL REQD REINF

IN PLACE REINF BARS

REQD CONCRETE PAVEMENT

RETAIN REINF STEEL

REMOVE CONC PVMT

IN PLACE CONTINUOUS REINF

IN PLACE STEEL

REQD SAW CUT

IN PLACE CONC SHLD

FU

LL

LA

NE

WI

DT

H

FU

LL

LA

NE

WI

DT

H

TOOL USED FOR BREAKING THE CONCRETE IN THIS AREA.

STEEL. THESE HOLES ARE TO ACCOMMODATE THE WEDGING

STEEL BARS TO ELIMINATE "CONING" BELOW THE EXISTING

I INCH IN DIAMETER, BETWEEN THE EXISTING LONGITUDINAL

PARTIAL DEPTH AND FULL DEPTH SAW CUTS, APPROXIMATELY

LOCATE THE LONGITUDINAL STEEL AND DRILL HOLES BETWEEN

DEPTH AND FULL DEPTH SAW CUTS, THE CONTRACTOR SHALL

9. PRIOR TO REMOVING THE CONCRETE BETWEEN THE PARTIAL

REPLACEMENT SLAB.

THE PRICE BID FOR ITEM 453-D, CONCRETE PAVEMENT

PATCH SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION FOR

DRAWING JC-454. THE SEALING OF THE PERIMETER OF THE

"EDGE OF PAVEMENT JOINT SEAL" SHOWN ON SPECIAL

SEALED AS SHOWN FOR "LONGITUDINAL JOINT SEAL" AND THE

8. THE PERIMETER OF THE REPAIR AREA SHALL BE SAWED AND

ITEM 453-D.

POLYETHYLENE SHALL BE SUBSIDIARY OBLIGATIONS OF PAY

COST OF REMOVAL OF THE UNSUITABLE MATERIALS AND THE

CONCRETE SHALL BE PAID FOR UNDER PAY ITEM 453-D. THE

PRIOR TO THE POURING OF THE REPLACEMENT SLAB. ALL

POLYETHYLENE SHEETING 8 MILLS THICK SHALL BE PLACED

SATISFACTION OF THE ENGINEER, A BOND BREAKER OF

A SMOOTH SURFACE. AFTER THE AREA HAS HARDENED TO THE

SHALL BE FILLED WITH CLASS A CONCRETE AND FINISHED TO

REPLACEMENT SLAB. AREAS OF REMOVAL DEEPER THAN 2"

FILLED WITH CONCRETE AND POURED MONOLITHIC WITH THE

IS LESS THAN 2" THE VOID IN THE BASE SHALL BE

THE ENGINEER. IN THE AREAS WHERE THE DEPTH OF REMOVAL

ENGINEER SHALL BE REMOVED TO A DEPTH AS DIRECTED BY

7. ANY BASE MATERIAL DETERMINED TO BE UNSUITABLE BY THE

POURED BEFORE 12 O'CLOCK NOON.

SEPARATE POUR IN REMOVED BASE COURSE AREAS MAY BE

12 O'CLOCK NOON TO 12 O'CLOCK MIDNIGHT, HOWEVER, THE

6. REPLACEMENT PAVEMENT CAN ONLY BE POURED FROM

PULLOUT TEST OF 7200 LBS..

5. THE DRILLED AND EPOXIED TIE BAR MUST MEET A MINIMUM

LESS THAN 6" FROM THE NEAREST TIGHT CRACK.

THE NEAREST REMAINING TIGHT CRACK BUT IN NO CASE

4. THE REPAIRED JOINT SHOULD DESIRABLY BE 18" FROM

BARS ARE TO BE CLEANED AS NECESSARY.

OR REPLACEMENT OF THE SLAB. THE EXPOSED REINFORCEMENT

STEEL MUST NOT BE BENT UP OR DOWN DURING THE REMOVAL

BARS LOCATED WITHIN THESE LIMITS. THE REINFORCING

BEND OR OTHERWISE DAMAGE THE STEEL REINFORCEMENT

HAMMERS AND OTHER TOOLS, TAKING CARE NOT TO NICK,

CUTS SHALL BE REMOVED WITH MAXIMUM 15 POUND RATED JACK

OF THE FULL DEPTH SAW CUTS AND THE PARTIAL DEPTH SAW

3. ALL THE CONCRETE PAVEMENT LOCATED BETWEEN THE LIMITS

2. THE REQUIRED STEEL REINFORCEMENT MAY BE FIELD CUT.

CONCRETE PAVEMENT, PER SQUARE YARD.

PAID FOR UNDER THE PAY ITEM 453-C REMOVAL OF

INCLUDING THE EXISTING STEEL REINFORCEMENT SHALL BE

1. THE REMOVAL OF THE EXISTING CONCRETE PAVEMENT

BITUMINOUS SHOULDERCONC PATCH

IN PLACE BASE

REQD STEEL

#5 BAR

18" MIN

IN PLACE STEEL

EDGE OF PVMT

REQD SUPPORT

IN PLACE CONC SHLD

REQD SAW CUTREQD SAW CUT

IN PLACE BASE

IN PLACE BITUMINOUS SHLD

EDGE OF PVMT

PLAN VIEW NO 1

SHLD

IN PLACE BITUMINOUS

EDGE OF PVMT

30" OC - 30" LONG

REQD NO 6 TIE BAR SPACED

REQD NO 6 TIE BAR SPACED

30" OC - 30" LONGIN PLACE REINF STEEL

(RETAIN SPACING VARIES - SEE SHEET____

EDGE OF PVMT

IN PLACE CONTINUOUS REINFORCED

(RETAIN) SPACING VARIES-SEE SHEET______

PLAN VIEW NO 2

#5 BAR

18" MIN

#6 BAR

21" MIN

#6 BAR

21" MIN

IN PLACE SUBBASE

by J.F.T.

2. Removed welding of reinforcing

steel on 09-13-10 by J.F.T.

CONCRETE PAVEMENT REPLACEMENT

DETAILS OF CONTINUOUS REINFORCED

steel on 09-13-10 by J.F.T.

Removed welding of reinforcing2.

by J.F.T.

Added to CADD on 04-30-991.

D.J.W.

12-08-89 CRCP-453 45306

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

CONCRETE REMOVAL: LIMITS OF CONCRETE REMOVAL SHALL BE SAWED

TO PRESENT A UNIFORM BREAK WITH REMAINING CONCRETE. PAVEMENT

18"

™"

3" 3"

3"

4•

"

3"

12"

D

LONGITUDINAL

JOINT

EXISTING STEEL

REINFORCEMENT RETAIN

EXISTING

BRIDGE END SLAB

END PAVEMENT

RETAINING LUG

REMOVAL

ASPHALT CONCRETE

UNDERDRAIN

EXISTING

SHOULDER

EXISTING

SHOULDER

D/10 DEFORMED TIE

DRILL & EPOXY GROUT

EXISTING CONCRETE

PAVEMENT

LIMITS OF

BRIDGE END

SLAB REMOVAL

IN PLACE STEEL RETAIN

CONCRETE

EPOXY

D/10 DEFORMED TIE

DRILL AND EPOXY GROUT

FILTER MATERIAL

COMPACTED AS

DIRECTED BY THE

ENGINEER (SEE

UNDERDRAIN

PIPE

PERFORATED

SPACED

3"

TAMPED TRENCH BOTTOM

RETAINING LUG

BRIDGE

END

SLAB

CONCRETE

PAVEMENT

OUTSIDE SHOULDER

PAVEMENT WIDTH

CL

UNDERDRAINUNDERDRAIN

PERFORATED

SLOPE PAVED OUTLET

TYPE "A"

*

SECTIONAL TIE BARS

STEEL REINFORCEMENT SCHEDULE

ELEVATION

ELEVATION

PLAN

BARS B

BARS C

BARS D

WASTE MATERIAL: MATERIAL EXCAVATED SHALL BE DISPOSED OF AT

SITES SELECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

HOOK BOLTS:

STEEL.

BOND BREAKER:

EQUAL SHALL BE INSTALLED TO PREVENT BONDING BETWEEN THE BRIDGE

END SLAB AND THE PAVEMENT RETAINING LUG.

EPOXY GROUT: THIS APPLICATION SHALL BE IN ACCORDANCE WITH THE

MANUFACTURES RECOMMENDATIONS.

COMPACTION: PRIOR TO PLACING REINFORCEMENT AND CONCRETE, THE

ENTIRE AREA SHALL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER.

VARIBLE WIDTHS:

PAYMENT:

ALL OTHER RELATED ITEMS SHALL BE ABSORBED.

* FOR DETAILS OF SLOPE PAVED OUTLET, SEE SPECIAL DRAWING SUO-605-AB.

BARS A

PLAN

1% MININIMUM

O

1-‰"

0

BARS A #6

BARS D #5

1

NOTES

BARS A #6

BARS B #6

BARS A #6

BARS B1

AND TYPE "A" OUTLET

BARS D #5

LIMITS OF RETAINING LUG 8'-4"

LIMITS OF PAVEMENT REMOVAL 9'-4"

5'-10"

M20 DEFORMED HOOK BOLTS

THREADED FOR ƒ" o BOLT

THE †" DEFORMED HOOK BOLT SHALL BE GRADE 60

4" NON4" PERFORATED

4' 10'

4" UNDERDRAIN PIPE

1'-0"

0'-9"

3'-6"

6"3'-0"

†" HOOK BOLT

1'-6"

4"

3•

"

2'-10"1'-0"

2'-0"

9'-4"

5'-10"

6"

3'-0"

BARS B1 #6

4" NON-PERFORATED

11'-6"

11'-6"

5'-3"

6'-5"

1'-0"1'-0"

3'-0"

3'-1"

30" TIE BAR

™"

11-‡

"

1-‰" MALLEABLE IRON SLEEVE

4'-3•"

0'-8"

A „" THICK GALVANIZED STEEL PLATE OR APPROVED

BARS B #6

2'-10"

+

THE WIDTH OF PAVEMENT MAY VARY THROUGHOUT THE PROJECT LIMITS.

LIMITS OF CONC

BARS C #5 @ 12" OC

REQD BIT CONC

REQD BOND BREAKER

12" OC

BARS C #5 @

@ 12" OC

BARS C #5

@ 6" OC

BARS B #6 @

12" OC

APP

@ 12" OC

BARS B1 #6

@ 12" OC

@ 12" OC

BAR 18" LONG

SPECIAL DRAWING PU-606)

SHLDSHLD

THIS DRAWING REFLECTS 24 FT WIDTH OF PAVEMENT.

THE INSTALLATION OF THE PAVEMENT AND PVMT RETAINING

REMOVAL SHALL NOT EXCEED 13 FT IN WIDTH.

@ 12" OC

@ 6" OC

@ 12" OC

@ 12" OC

@ 12" OCBAR 18" LONG @ 12" OC

LUG SHALL BE PAID UNDER ITEM NUMBERS 424-B/429-B, 453-C, 453-D AND 502-A.

EXISTING CONCRETE PAVEMENT

PAVEMENT RETAINING LUG FOR

by J.F.T.

Added to CADD on 05-04-991.

D.J.W.

04-27-93 LUG-453 45309

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

RETAINING LUG

VARIES

VARIES

BARS D

BARS C

BARS B1

BARS B

GENERAL NOTES

OR APPROVED EQUAL SHALL BE INSTALLED TO PREVENT

BONDING BETWEEN THE BRIDGE END SLAB AND THE PAVEMENT

RETAINING LUG.

2. PAYMENT:THE INSTALLATION OF THE PAVEMENT AND PAVEMENT

453-D AND 502-A. ALL OTHER RELATED ITEMS SHALL BE

ABSORBED.

3. PAVEMENT RETAINING LUG SHALL BE POURED IN ONE OPERATION.

4. FOR DETAILS OF SLOPE PAVED OUTLET SEE SPECIAL DRAWING SUO-605-AB.

BARS A

UNDERDRAIN

SHLDRSHL

PAVEMENT WIDTH

C L

BRIDGE

END

SLAB

CONCRETE

PAVEMENT

OUTSIDE SHOULDER

PIPE

(BRIDGE END SLAB)

12"

D

TRANSVERSE

CONTRACTION

JOINT

CONCRETE

FILTER MATERIAL

COMPACTED AS DIRECTED

BY THE ENGINEER (SEE

ELEVATION TAMPED TRENCH BOTTOM

BITUMINOUS CONCRETE

CONCRETE SHOULDER

ELEVATION

SLOPE PAVED OUTLET

TYPE 'A'

PLAN

BARS D #5

SPACED

UNDERDRAIN PIPE

CONCRETE PAVEMENT

1 % MINIMUM

PLAN

STEEL REINFORCEMENT SCHEDULE

CONCRETE PAVEMENT CONCRETE SHOULDER

END PAVEMENT

RETAINING LUG

BRIDGE END SLAB

REINFORCEMENT

LONGITUDINAL

JOINT

BRIDGE END SLAB

*

*

REQD BOND BREAKER

D/2

3"

3"

0

BARS A #6 @

0

3'-6"

LIMITS OF RETAINING LUG 8'-4"

4'-3•"

5'-10" 8'-4"

1. BOND BREAKER: A „" THICK GALVANIZED STEEL PLATE

4" NON-PERFORATED4" PERFORATED UNDERDRAIN

4' 10'

4" UNDERDRAIN

1'-0" 2'-10"

4" PERFORATED

2'-10"

1'-6"

2'-0"

0'-9"

6" 5'-10"

1•" DOWEL

6" WIDE

0'-8"

3'-0"

1'-0" 1'-0"

3'-1"

6'-5"

4'-9"

6"

2'-6"

1•" DOWEL

RETAINING LUG SHALL BE PAID UNDER ITEM NUMBERS 424-B/429-B,

BITUMINOUS CONC

3" CLEARANCE

18" LONG 12" OC

BARS B1 #6 @ 12" OC

BARS C #5 @ 12" OC

BARS B #6 @ 6" OC

12" OC

APP12" OC

PVMT

BARS B1 #6@ 12" OC

BARS C #5 @ 12" OC

BARS C #5 @ 12" OC

18" LONG 12" OC

SPECIAL DRAWING PU-606)

FOR NEW CONCRETE PAVEMENT

PAVEMENT RETAINING LUG

by J.F.T.

Added to CADD on 05-05-991.

D.J.W.

03-30-89 LUG-453-N 45310

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

TYPICAL HOLE PATTERN

INSTRUMENT SUPPORT BASE

LONGITUDINAL JOINT

MOVABLE ARM

INSTRUMENT SUPPORT BASEHOLE BEING GROUTED

DIAL INDICATOR

DIAL INDICATOR

DIAL INDICATOR

EDGE OF PAVEMENT

SHOULDER

SHOULDER

EDGE OF PAVEMENT

TRANSVERSE CONTRACTION JOINTSTRANSVERSE CONTRACTION JOINTS

ON THE ADJACENT SHOULDER TO THE SLAB BEING GROUTED.

(1)

(2)

(3)

SH

OU

LD

ER

CO

NC

RE

TE

TR

AV

EL

WA

YS

HO

UL

DE

R

MAY BE SUBMITTED BY THE CONTRACTOR FOR CONSIDERATION OF APPROVAL BY THE ENGINEER.

MOVEMENT AND DOES NOT REPRESENT THE LIMITS OR CONFIGURATION OF THE MEASURING DEVICES. ALTERNATE SCHEMES

1. THE ILLUSTRATIONS SHOWN ON THIS DRAWING ARE FOR GUIDANCE ONLY IN OBTAINING THE PROPER MEASUREMENTS OF SLAB

2. MEASURING FOR MOVEMENT SHALL BE DONE USING DIAL INDICATORS AT THE FOLLOWING LOCATIONS:

GENERAL NOTES

ADJ S

LAB

WITHIN 3 FT RADIUS OF, AND ON THE SAME SLAB AS, THE HOLE BEING GROUTED.

5' R

3' R

20' 20' 20' 20'

5' MIN 5' MIN

ON AN ADJUSTMENT SLAB WHEN THAT SLAB IS WITHIN 5 FT OF THE HOLE BEING GROUTED.

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

GUIDE FOR GAUGING CONCRETE

by J.F.T.

Added to CADD on 05-05-991.

D.J.W.

10-22-82 PG-453 45313

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE