B

PARTIAL SLAB REPLACEMENT

WHEN DAMAGED AREA IS MORE THAN

(6) FEET FROM AN EXISTING TRANSVERSE JOINT

FULL SLAB REPLACEMENT

* FULL SLAB REPLACEMENT SKETCH

E E

EE

& REPLACEMENT

FULL & PARTIAL SLAB REMOVAL

DETAILS OF CONCRETE PAVEMENT

4530111-6-1990

9-13-2010

3. Revised sheet as Full & Partial Slab Removal & Replacement, full lane width repairs, added sketch and table on 9-13-2010 by J.F.T.

2. Changed WWF 6" x 12" W4 wire to WWF 6" x 6" W4 wire on 8-20-1999 by J.F.T.

1. Revised 8-13-1999 by J.F.T.

(SHEET 1 OF 3)

CPR-453

SEE SHEET 3 OF 3

40'40'

20'

15'15'

20'

19'

15'

24'

2'

2'2'

2'

12' 12'

44'

2' 2'

16' 12' 16'

REQUIRED ADDITIONAL TRANSVERSE JOINT

REQUIRED ADDITIONAL TRANSVERSE JOINT

EXISTING SHOULDER

2'

E EC

C

B

C

C2'

DETAIL

DOWEL

SMOOTH

REPLACE

&

REMOVE

JOINT

LONGITUDINAL

EXISTING

DOWEL DETAIL

JOINT SMOOTH

REQD NEW TRANSVERSE

DETAIL

DOWEL

SMOOTH

FULL SLAB REPLACEMENT

* SEE SKETCH FOR RECOMMENDED

REPLACE

&

REMOVE

JOINT

TRANSVERSE

EXISTINGREPLACEMENT

RECOMMENDED FULL SLAB

* SEE SKETCH FOR

JOINT

LONGITUDINAL

EXISTING

EXISTING SHOULDER

JOINT

LONGITUDINAL

EXISTING

JOINT

TRANSVERSE

EXISTING

JOINT

LONGITUDINAL

EXISTING JOINT

TRANSVERSE

EXISTING

6'-0" MIN Ps

(SEE TABLE)

A

JOINT

LONGITUDINAL

EXISTING

SLAB

RETAINED

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

EXISTING SHOULDER

C

C

A

C

C

JOINT

LONGITUDINAL

EXISTING

MIN

12"

TIE BAR DETAIL

LONGITUDINAL REPLACE

&

REMOVE

SLAB

RETAINED

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

JOINT

LONGITUDINAL

EXISTING JOINT

EXISTING

MIN

12"

E E

6'-0" MIN

EXISTING SHOULDER

SAWCUT

FULL-DEPTH

15 FT

20 FT

20 FT 6 FT

6 FT

N/A

PS PS

N/A

8 FT

16 FT

JOINT SPACING

PAVEMENT

CONCRETE

APPROXIMATE

REPAIR LENGTH

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

-GENERAL NOTES AND DETAIL DRAWINGS-

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

2. Revised sheet for full lane width repairs and added table on 9-13-2010 by J.F.T.

1. Added to CADD on 4-30-1999 by J.F.T.

9-13-2010

12-8-198945302

WHERE DAMAGE EXCEEDS 6 FEET IN WIDTH

REPLACEMENT OF DAMAGED SLABS AT JOINTS

DETAILS OF CONCRETE PAVEMENT REMOVAL &

(SHEET 2 OF 3)

CPR-453

-GENERAL NOTES AND DETAIL DRAWINGS-

SEE SHEET 3 OF 3

(SINGLE LANE)

ON BOTH SIDES OF EXISTING TRANSVERSE JOINT

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR DISTANCE

(MULTIPLE LANE)

ON BOTH SIDES OF EXISTING TRANSVERSE JOINT

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR DISTANCE

DISTANCE ON ONE SIDE OF EXISTING TRANSVERSE JOINT

DAMAGED AREA EXCEEDS (2) FEET PERPENDICULAR

JOINT SPACING

PAVEMENT

CONCRETE

APPROXIMATE

REPAIR LENGTH

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

PJ PJ

15 FT

20 FT

20 FT

6 FT

6 FT

6 FT

11 FT

16 FT

16 FT

EXISTING SHOULDER

PJ

(SEE TABLE)

2'

6' MIN

EXISTING SHOULDER

JOINT

TRANSVERSE

EXISTING

JOINT

LONGITUDINAL

EXISTING JOINT

TRANSVERSE

EXISTING

SAW CUT

FULL-DEPTH

JOINT

LONGITUDINAL

EXISTING

DETAIL

TIE BAR

DEFORMED

TRANVERSE

F

EE

SAW CUT

FULL-DEPTH

DETAIL

DOWEL

SMOOTH

F

E E

EXISTING SHOULDER

6'-0" MIN6'-0" MIN

MIN

12"

MIN

12"

MIN

12"

@ JOINT DETAIL

TIE BAR

LONGITUDINAL

JOINT

TRANSVERSE

EXISTING

JOINT

LONGITUDINAL

EXISTING

MIN

12"

D

6" MIN

6" MIN

E EEXISTING SHOULDER

@ JOINT DETAIL

LONGITUDINAL TIE BAR

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

DETAIL

DOWEL

SMOOTH

REPLACE

&

REMOVE

@ JOINT DETAIL

LONGITUDINAL TIE BAR

REPLACE

&

REMOVE

6" MIN

E E

D

6" MIN

JOINT

LONGITUDINAL

EXISTING

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

DETAIL

DOWEL

SMOOTH

SEE

EXISTING SHOULDER

6'-0" MIN

JOINT

TRANSVERSE

EXISTING

JOINT

LONGITUDINAL

EXISTING

@ JOINT DETAIL

LONGITUDINAL TIE BAR

@ JOINT DETAIL

LONGITUDINAL TIE BAR

REPLACE

&

REMOVE

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

D

D

E E EE

D

D

DETAIL

TIE BAR

DEFORMED

TRANSVERSE

REPLACE

&

REMOVE

JOINT

LONGITUDINAL

EXISTING

DETAIL

DOWEL

SMOOTH

DETAIL

DOWEL

SMOOTH

6'-0" MIN

DETAIL

DOWEL

SMOOTH

SEE EXISTING SHOULDER

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

D

*

TIEBAR DETAIL

D

*

12-8-1989

9-13-2010 REMOVAL & REPLACEMENT

DETAILS OF CONCRETE PAVEMENT45303

(SHEET 3 OF 3)

CPR-453 on 9-13-2010 by J.F.T.

2.Consolidated all details as single sheet drawing, revised General Notes for full lane width repairs

1. Added to CADD on 4-30-1999 by J.F.T.

6"

EXISTING SLABEPOXIED 9" INTO18"LONG @ 12" OCSMOOTH DOWELS

" Ø21REQD 1

JOINT

LONGITUDINAL

SLAB

EXISTING

SAW CUT

FULL-DEPTH

2'-0"

6"

JOINT

TRANSVERSE

EXISTING

JOINT

LONGITUDINAL

6"

6"

SAW CUT

FULL-DEPTH

JOINT

LONGITUDINAL

EXISTING SLAB

EPOXIED 9" INTO

@12" OC

TIEBARS 18"LONG

DEFORMED

REQD NO 10

JOINT

LONGITUDINAL

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

" Ø SMOOTH DOWELS INTO218. EPOXY RETENTION DISK WILL BE REQUIRED FOR THE INSTALLATION OF ALL 1

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

LONGITUDINAL TIEBAR @ JOINT DETAIL

DETAILS OF EPOXY RETENTION DISK

SMOOTH DOWEL DETAIL TRANSVERSE DEFORMED

LONGITUDINAL TIEBAR DETAIL

SECTION-CC

SECTION - BB

SECTION-DD

SECTION-FF

SECTION-AA

SECTION-EE

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

TIE BARS

DEFORMED

No 10

INTO EXISTING SLAB

18" LONG @ 12" OC EPOXIED 9"

REQD NO 6 DEFORMED TIEBARS

MIN

6"

MIN

12"

EXISTING TRANSVERSE JOINT

MIN

12"

MIN

12"MIN

12"

MIN

6"

TIE BARS

No 10 DEFORMED

JOINT

LONGITUDINAL

EXISTING

18" LONG @ 12" OCSMOOTH DOWELS

" Ø21REQD 1

INTO EXISTING SLAB

18" LONG @ 12" OC EPOXIED 9"

REQD NO 6 DEFORMED TIEBARS

PS

(SEE TABLE)

INTO EXISTING SLAB

18" LONG @ 12" OC EPOXIED 9"

REQD No 6 DEFORMED TIEBARS

MIN

12"

MIN

12"

JOINT

LONGITUDINAL

EXISTING

TIE BARS

No 10 DEFORMED

MIN

6"MIN

6"

TIE BARS

No 10 DEFORMED

JOINT SPACING

PAVEMENT

CONCRETE

APPROXIMATE

REPAIR LENGTH

MINIMUM DAMAGE

REPAIR LENGTH

MAXIMUM DAMAGE

15 FT

20 FT

20 FT 6 FT

6 FT

N/A

PS PS

N/A

8 FT

16 FT

D/2

3"

6' MIN REMOVE & REPLACE

JT TO BE SAWED & SEALED W4 OR D4 WIRE

WWF 6" x 6"

JT TO BE SAWED & SEALED

NO 10 DEFORMED BARS 18" LONG

(SEE NOTE)

UNSUITABLE BASE MATERIAL

JOINT TO BE SAWED AND SEALED

" Ø SMOOTH DOWELS*211

D

3"

WWF 6" x 6" W4 OR D4 WIRE

REMOVE AND REPLACE

3"

" Ø SMOOTH DOWELS*211

AND SEALED

JOINT TO BE SAWED

D/2

MATERIAL (SEE NOTE)

UNSUITABLE BASE

AND SEALED

JOINT TO BE SAWED JOINT MATERIAL

" THICK PREFORMED41

SLAB

RETAINED

REPAIR

CONC

"21

11"±

" R-WEEP HOLE323

DOWEL BAR

EPOXY RETENTION DISK

CONC PAVT

" MIN THICKNESS)81(

MATERIAL

NYLON OR PLASTIC

INTO EXISTING CONCRETE PAVEMENT

" Ø SMOOTH DOWELS *21REQUIRED TO EPOXY 1

NO 10 DEFORMED TIE BAR 18" LONG

UNSUITABLE BASE MATERIAL (SEE NOTE)

D

3"

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

SAWED & SEALED

JOINT TO BE

3" 3"

D/2

D/2

D/2

NO 10 DEFORMED TIE BAR 18" LONG

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

DOWEL *

SMOOTH

1 1/2 " o

*DOWELS 18" LONG

1 1/2 " Ø SMOOTH

3"

D/2

6' MIN REMOVE & REPLACE

JOINT TO BE SAWED & SEALED W4 OR D4 WIRE

WWF 6" x 6"

JT TO BE SAWED & SEALED

NO 10 DEFORMED BARS 18" LONG

(SEE NOTE)

UNSUITABLE BASE MATERIAL

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

9-13-2010

12-8-1989

2. Removed welding of reinforcing steel on 9-13-2010 by J.F.T.

1. Added to CADD on 4-30-1999 by J.F.T.

CONCRETE PAVEMENT REPLACEMENT

DETAILS OF CONTINUOUS REINFORCEDCRCP-453 45306

SECTION "BB"

SECTION "CC"

SECTION "AA"

DETAIL FOR REPLACEMENT OF FAILED AREAS

DETAIL FOR REMOVAL OF FAILED AREA

PLAN VIEW NO 1 PLAN VIEW NO 2

DETAIL FOR TYING STEEL PATCHES

30" OC - 30" LONG

REQD NO 6 TIE BAR SPACED30" OC - 30" LONG

REQD NO 6 TIE BAR SPACED

FU

LL L

AN

E W

IDT

H

FU

LL L

AN

E W

IDT

H

TRAFFIC

B B

A

A

TRAFFIC

B

B

C

C

LO

NGIT

UDIN

AL C

EN

TE

R J

OIN

TF

RO

M P

AV

EM

EN

T E

DG

E O

R

LO

NGIT

UDIN

AL C

EN

TE

R J

OIN

TF

RO

M P

AV

EM

EN

T E

DG

E O

R

24" TIED STEEL

6'-0" MIN

EDGE OF PVMTEDGE OF PVMTEDGE OF PVMT24" TIED STEEL

6'-0" MIN

EDGE OF PVMT

BITUMINOUS SHLD

IN PLACE BITUMINOUS SHLD

IN PLACE

CONC SHLD

IN PLACE

CONC SHLD

IN PLACE

24" MIN

#5 BAR

18" MIN

#6 BAR

21" MIN

REQD STEEL

2"

IN PLACE BASE

24" MIN

#5 BAR

18" MIN

#6 BAR

21" MIN

2"

(RETAIN)

IN PLACE STEEL

CHAIRS

REQD SUPPORT

(RETAIN)

IN PLACE STEEL

CONCRETE PAVEMENT

CONTINUOUS REINF

IN PLACE

24" TIED STEEL

IN PLACE BASE

6'-0" MIN

VARIES)

REMOVED (LENGTH

FAILED AREA TO BE

CONC PAVEMENT

FULL DEPTH OF

REQD SAW CUT

MIN

12"

MIN

12"

24" TIED STEEL

REINF BARS

REINF BARS

IN PLACE SUBBASE

REMOVE CONC PVMT

RETAIN REINF STEEL

(RETAIN) SPACING VARIES

IN PLACE REINF STEEL

(RETAIN) SPACING VARIES

IN PLACE REINF STEEL

24" (TIED STEEL)& GROOVING

REQD GRINDING

REPLACEMENT (ITEM 453-B)

REQD CONCRETE PAVEMENT

REINF BARS

REQD

(RETAIN)

IN PLACE REINF BARSREINF BARS

REQDIN PLACE (RETAIN)

REINF BARS

IN PLACE BASE

REQD EPOXY SURFACE IN PLACE SUBBASE CONCRETE PAVEMENT

IN PLACE CONTINUOUS REINFORCED

CONC PATCH CONC PATCH

15"15"

SAW CUT

FULL DEPTH

SHOULDER

BITUMINOUS

SHOULDER

CONC

& EPOXY

REQD DRILL

30" OC

TIE BAR SPACED

REQD NO 6

24" TIED STEEL

18" TIED STEEL

REQD REINF BARS

SURFACE

REQD EPOXYBARS

REQD REINF

BARS (RETAIN)

IN PLACE REINF

SAW CUT

REQD FULL DEPTH

PVMT (RETAIN)

IN PLACE CONC

(RETAIN)

IN PLACE REINF BARS

SAW CUT

PARTIAL DEPTH

NOTES

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

DEEP

" 21CUT 1

REQD SAW

" DEEP211

REQD SAW CUT

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

D

BARS A

O

4-27-1993

5-4-1999

1. Added to CADD on 5-4-1999 by J.F.T.

EXISTING CONCRETE PAVEMENT

PAVEMENT RETAINING LUG FORLUG-453 45309

PLAN

ELEVATION

PLAN

ELEVATION

STEEL REINFORCEMENT SCHEDULE

SECTIONAL TIE BARS

M20 DEFORMED HOOK BOLTS

30" TIE BAR

18"

" 3219

"3219

3" 3"

"8

711

"1631

" Ø BOLT43THREADED FOR

" Ø MALLEABLE IRON SLEEVE1631

1'-0"

3'-0"

0'-8" 3'-1"

1'-0"

6'-5"

5'-3"

11'-6"

11'-6"

BARS B

BARS B

BARS C

BARS D

1

"21

4'-3

BARS D #5

9'-4"

5'-10"

6"

BARS C #5 @ 12" OC

JOINT

LONGITUDINAL

BRIDGE END SLAB

EXISTING

REINFORCEMENT RETAIN

EXISTING STEEL

3'-0"

RETAINING LUG

END PAVEMENT

REMOVAL

LIMITS OF CONC

ASPHALT CONCRETE

@ 12" OC

BARS A #6

@ 6" OC

BARS B #6

@ 12" OC

BARS A #6

@ 12" OC

BARS B1 #6

AND TYPE "A" OUTLET

UNDERDRAIN

4" NON-PERFORATED

SHOULDER

EXISTING

1@ 12" OC

BARS B #6

PAVEMENT

EXISTING CONCRETE

DRILL & EPOXY GROUT

BAR 18" LONG @ 12" OC

D/10 DEFORMED TIE

SHOULDER

EXISTING

3'-0" 6" 5'-10"

LIMITS OF PAVEMENT REMOVAL 9'-4"

LIMITS OF RETAINING LUG 8'-4"

REQD BIT CONC

IN PLACE STEEL RETAIN

SLAB REMOVAL

BRIDGE END

LIMITS OF

@ 12" OC

BARS B1 #6

" HOOK BOLT85 EPOXY

CONCRETE

3"

1'-0"

0'-9"

3'-6"

12" OC

BARS C #5 @

REQD BOND BREAKER

@ 12" OC

BARS C #5

@ 6" OC

BARS B #6 @

12" OC

APP

SPACED

BARS D #5

"2

14

2'-0"

3"

1'-0" 2'-10"

3"

@ 12" OC

BARS A #6

12"

"2

13

2'-10"+

1'-6"

DRILL AND EPOXY GROUT

@ 12" OC

BAR 18" LONG

D/10 DEFORMED TIE

SPECIAL DRAWING PU-606)

ENGINEER (SEE

DIRECTED BY THE

COMPACTED AS

FILTER MATERIAL

PIPE

UNDERDRAIN

PERFORATED

4"

TAMPED TRENCH BOTTOM

RETAINING LUG

OUTSIDE SHOULDER

4" UNDERDRAIN PIPE

SLAB

END

BRIDGE PAVEMENT

CONCRETE

4'

SHLD

PAVEMENT WIDTH

1% MININIMUM

10'

SHLD

?

UNDERDRAIN

4" PERFORATED

UNDERDRAIN

PERFORATED

4" NON

TYPE "A"

* SLOPE PAVED OUTLET

NOTES

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

OTHER RELATED ITEMS SHALL BE ABSORBED.

THE INSTALLATION OF THE PAVEMENT AND PVMT RETAINING LUG SHALL BE PAID UNDER ITEM NUMBERS 424-B/429-B, 453-C, 453-D AND 502-A. ALL

PAYMENT:

THIS DRAWING REFLECTS 24 FT WIDTH OF PAVEMENT. THE WIDTH OF PAVEMENT MAY VARY THROUGHOUT THE PROJECT LIMITS.

VARIBLE WIDTHS:

PRIOR TO PLACING REINFORCEMENT AND CONCRETE, THE ENTIRE AREA SHALL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER.

COMPACTION:

THIS APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.

EPOXY GROUT:

THE PAVEMENT RETAINING LUG.

" THICK GALVANIZED STEEL PLATE OR APPROVED EQUAL SHALL BE INSTALLED TO PREVENT BONDING BETWEEN THE BRIDGE END SLAB AND 81A

BOND BREAKER:

" DEFORMED HOOK BOLT SHALL BE GRADE 60 STEEL.85THE

HOOK BOLTS:

MATERIAL EXCAVATED SHALL BE DISPOSED OF AT SITES SELECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.

WASTE MATERIAL:

EXCEED 13 FT IN WIDTH.

LIMITS OF CONCRETE REMOVAL SHALL BE SAWED TO PRESENT A UNIFORM BREAK WITH REMAINING CONCRETE. PAVEMENT REMOVAL SHALL NOT

CONCRETE REMOVAL:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

C L

5-5-1999

3-30-1989

1. Added to CADD on 5-5-1999 by J.F.T.

1'-0"

3'-0"

0'-8" 3'-1"

"21

4'-3

1'-0"

6'-5"

4'-9"

VARIES

VARIES

BARS B

BARS B1

BARS C

BARS D

BARS A

BARS C #5 @ 12" OCBRIDGE END SLAB

JOINT

LONGITUDINAL

REINFORCEMENT

BRIDGE END SLAB

RETAINING LUG

END PAVEMENT

6" WIDE

BITUMINOUS CONC

CLEARANCE

3"

5'-10"

6"

2'-6"

8'-4"

CONCRETE SHOULDERCONCRETE PAVEMENT

18" LONG 12" OC

" Ø DOWEL211

CONCRETE PAVEMENT

BARS B1 #6@ 12" OC

D

SHOULDER

CONCRETE

STEEL REINFORCEMENT SCHEDULE

ELEVATION

PLAN

ELEVATION

BITUMINOUS CONCRETE

6"

LIMITS OF RETAINING LUG 8'-4"

(BRIDGE END SLAB)

0'-9"

BARS C #5 @ 12" OC

3'-6"

REQD BOND BREAKER

5'-10"

BARS B1 #6 @ 12" OC

D/2

JOINT

CONTRACTION

TRANSVERSE

18" LONG 12" OC

" Ø DOWEL211

2'-0"

1'-0" 2'-10"

3"

3"

BARS C #5 @ 12" OC

BARS B #6 @ 6" OC

1'-6"

12"

2'-10"

TAMPED TRENCH BOTTOM

12" OC

APP

SPACED

BARS D #5

@ 12" OC

BARS A #6

UNDERDRAIN PIPE

4" PERFORATED

PU-606)

SPECIAL DRAWING

ENGINEER (SEE

DIRECTED BY THE

COMPACTED AS

FILTER MATERIAL PVMT

CONCRETE

RETAINING LUG

PAVEMENT

CONCRETE

SLAB

END

BRIDGE

PLAN

OUTSIDE SHOULDER

PIPE

4" UNDERDRAIN

4'

SHL

PAVEMENT WIDTH 10'

SHLDR

TYPE 'A'

* SLOPE PAVED OUTLET

1 % MINIMUM

4" PERFORATED UNDERDRAIN

UNDERDRAIN

NON-PERFORATED

4"

FOR NEW CONCRETE PAVEMENT

PAVEMENT RETAINING LUGLUG-453-N 45310

GENERAL NOTES

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

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

ABSORBED.453-D AND 502-A. ALL OTHER RELATED ITEMS SHALL BERETAINING LUG SHALL BE PAID UNDER ITEM NUMBERS 424-B/429-B,PAYMENT:THE INSTALLATION OF THE PAVEMENT AND PAVEMENT2.

RETAINING LUG.BONDING BETWEEN THE BRIDGE END SLAB AND THE PAVEMENTOR APPROVED EQUAL SHALL BE INSTALLED TO PREVENT

" THICK GALVANIZED STEEL PLATE81BOND BREAKER: A 1.

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE:

INSTRUMENT SUPPORT BASE

5' MIN

10-22-1982

5-5-1999

1. Added to CADD on 5-5-1999 by J.F.T.

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

GUIDE FOR GAUGING CONCRETE

PG-453 45313

20'

TRANSVERSE CONTRACTION JOINTS

20'

TRANSVERSE CONTRACTION JOINTS

20' 20'

EDGE OF PAVEMENT

SHOULDER

TYPICAL HOLE PATTERN

SH

OU

LD

ER

CO

NC

RE

TE T

RA

VE

LW

AY

LONGITUDINAL JOINT

5' MIN

INSTRUMENT SUPPORT BASE

MOVABLE ARM

HOLE BEING GROUTED

DIAL INDICATOR

ADJ SL

AB5' R

DIAL INDICATOR3' R

SH

OU

LD

ER

EDGE OF PAVEMENT

SHOULDER

DIAL INDICATOR

GENERAL NOTES

(3) ON THE ADJACENT SHOULDER TO THE SLAB BEING GROUTED.

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

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

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

2.

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

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

1.

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

OF TRANSPORTATIONALABAMA DEPARTMENT

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY:

DATE DRAWN:

DESIGN BUREAU SPECIAL DRAWING

MONTGOMERY, AL 36130-3050

1409 COLISEUM BOULEVARD

NOT TO SCALE

SPECIAL DRAWING NO INDEX NOREVISIONS:

1.D.J.W.

DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS

CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE

OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN

DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA

REVISED DATE: