Post on 18-Dec-2021
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: