bridge end slab typical transverse section, roadway...
TRANSCRIPT
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SHALL BE CONTINUOUS ACROSS LONGITUDINAL JOINTS AND SLAB. IT IS DESIRABLE FOR TRANSVERSE BARS TO CROSS SLAB IN ONE
LONGITUDINAL JOINTS TO BE SAWED.
5. WIDTHS OF BRIDGE END SLAB SHOWN ARE FOR TWO (2) LANE TRAVELWAY. THIS PLAN MAY BE USED FOR VARIOUS WIDTHS DESIRED.
BARS "B" TRANSVERSE STEEL - (0° SKEW)
TRANSVERSE STEEL - (SKEWED SLABS)
SLABS SHALL BE INCREASED IN THICKNESS ON LONG SIDE,
THICKNESS SHALL VARY TRANSVERSLY FROM LONG SIDE TO
SHORT SIDE IN A UNIF0RM MANNER.
DI
ST
AN
CE
VA
RI
ES
AC
CO
RDI
NG
TO
SK
EW
AN
GL
E
OF
BRI
DG
E
PAVEMENT RETAINING LUG
SKEW ANGLE
OF BRIDGE
LONGITUDINAL JOINTS
(SEE NOTE NO.6)
LONGITUDINAL BARS "A"
VARY
JOINT AND SEAL TO BE ACCORD-
ING TO BRIDGE PLANS
BRIDGE
PAVING SEAT
FILLET AS REQUIRED
TRANSVERSE BARS "B" SIZE AND
SPACING ACCORDING TO PLAN VIEW
AT LEFT
SEE TABLE ABOVE
FOR THICKNESS
SEE SPECIAL DRAWING FOR DETAIL
LENGTHS VARY FOR SKEWED SLABS
LONGITUDINAL JOINT
CONCRETE THICKNESS FOR SKEWED SLABS
WILL REQUIRE THE PLACING OF ADJOINING LANES AT THE SAME TIME. HENCE ONLY A CONTRACTION JOINT WILL BE ALLOWED THROUGH
TYPICAL LONGITUDINAL SECTION
NOTE: STEEL SHALL BE SECURELY TIED SO, THAT IT WILL REMAIN IN
IT'S ORIGINAL PLACEMENT CONDITION DURING CONCRETE PLACEMENT.
BRIDGE END SLAB TYPICAL TRANSVERSE SECTION, ROADWAY END
PLAN
GENERAL NOTES
19'-8" LONG FOR 0° SKEW
2. WHEN PAVEMENT IS CONCRETE, THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM TO CROWN OF BRIDGE END SLAB AT END ADJACENT
TO BRIDGE AND TO CROWN OF ROADWAY AT END ADJACENT TO PAVEMENT. THE CROWN SHALL VARY UNIFORMLY. A BELTED CROWN SECTION
3. WHEN ROADWAY PAVEMENT IS BITUMINOUS, THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM TO CROWN OF BRIDGE. TRANSITION
THE CROWN SECTION.
24'-0"
12'-0" 12'-0"
12'-0" 12'-0"
24'-0"
12'-0"
24'-0"
12'-0"
NOT TO SCALE
NOT TO SCALE
PAVEMENT RETAINING LUG20'-0"
LENGTH WHEN FEASIBLE. WHEN NECESSARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 20" LONG FOR NO. 4 BARS AND
FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE END SLAB SHALL BE MADE IN DISTANCE OF 100 FT.
20'-0"
0° TO 15° SKEW - 10" THICK
15° TO 33° SKEW - 10" TO 11" THICK
33° TO 45° SKEW - 10" TO 14" THICK
GREATER THAN 45° SKEW - 10" TO 14" THICK
1. IF HE ELECTS, THE CONTRACTOR MAY POUR THE BRIDGE END SLABS IN ONE (1) POUR. IF POURED IN ONE POUR, THE TRANSVERSE BARS
4. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, PLACE TWO (2) LAYERS OF GRAPHITE SURFACED SHEET PACKING, 1/16 INCH
THICK BETWEEN THE BRIDGE END SLAB AND BRIDGE PAVING SEAT. THE GRAPHITE SURFACES SHALL BE PLACED ADJACENT TO ONE ANOTHER TO AID
IN EXPANSION AND CONTRACTION.
6. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED LANE AT A TIME. DEFORMED TIE BARS OR HOOK BOLTS ACROSS JOINTS
SHALL CORRESPOND TO SPACING SCHEDULE SHOWN FOR TRANSVERSE STEEL PLACEMENT.
EXTENSIONS PAID AS BRIDGE END SLAB.
NO 6 BARS STRAIGHT
AT 6" OC LENGTHS
CL
EA
RA
NC
E2"
2" CLEARANCE
CLEARANCE
2"
CLEARANCE
2"
CLEARANCE
3"
2" CLEARANCEBARS "A" NO 6 AT 6" OC
SEE NOTE NO 4
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 4 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 15" OC)
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 5 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 10" OC)
3" CLEARANCE
25" FOR NO 5 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH TWO (2) WIRE TIES.
7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE STANDARD DRAWING No I-131 (SHEETS, 4 & 5 OF 8). FOR BRIDGE RAIL
by J.F.T.
Added Note N0. 7 on 10-07-052.
by J.F.T.
Added to CADD on 04-30-991.
SLAB FOR USE WITH BARRIER RAIL
REINFORCED CONCRETE BRIDGE END
L.V.S.
10-05-89 BES-450 103
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
DI
ST
AN
CE
VA
RI
ES
AC
CO
RDI
NG
TO
SK
EW
AN
GL
E
OF
BRI
DG
E
SKEW ANGLE
OF BRIDGE
LONGITUDINAL JOINTS
LONGITUDINAL BARS "A"
BRIDGE END SLAB
DOWELS
PAVING SEAT
LONGITUDINAL JOINT
CONCRETE THICKNESS FOR SKEWED SLABS
JOINT AND SEAL TO BE
ACCORDING TO BRIDGE
PLANS
FILLET AS REQUIRED
SEE NOTE NO 4
PAVING SEAT
TRANSVERSE BARS "B"
SIZE AND SPACING ACCORDING
TO PLAN VIEW
LENGTHS VARY FOR SKEWED
SLAB
FOR THICKNESS
SEE TABLE BELOW
BRIDGE
1. IF HE ELECTS THE CONTRACTOR MAY POUR THE BRIDGE END SLABS IN ONE POUR. IF POURED IN ONE POUR, THE TRANSVERSE
BARS SHALL BE CONTINUOUS ACROSS LONGITUDINAL JOINTS AND SLAB. IT IS DESIRABLE FOR TRANSVERSE BARS TO CROSS
ONLY A CONTRACTION JOINT WILL BE ALLOWED THROUGH THE CROWN SECTION.
4. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, SCARIFY THE CONTACT SURFACE OF THE BRIDGE END
AND THE PAVING SEAT.
5. WIDTHS OF BRIDGE END SLAB SHOWN ARE FOR TWO (2) LANE TRAVELWAY. THIS PLAN MAY BE USED FOR VARIOUS WIDTHS DESIRED.
ACROSS JOINTS SHALL CORRESPOND TO SPACING SHOWN IN SCHEDULE FOR TRANSVERSE STEEL PLACEMENT.
NOTE: STEEL SHALL BE SECURELY TIED SO,
PLACEMENT CONDITION DURING CONCRETE
BARS "B" TRANSVERSE STEEL (O° SKEW)
SLABS SHALL INCREASE IN THICKNESS ON LONG SIDE,
2. WHEN PAVEMENT IS CONCRETE, THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM TO CROWN OF BRIDGE END SLAB
SLAB IN ONE LENGTH WHEN FEASIBLE. WHEN NECESSARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL
AT END ADJACENT TO BRIDGE AND TO CROWN OF ROADWAY AT END ADJACENT TO PAVEMENT. THE CROWN SHALL VARY
3. WHEN ROADWAY PAVEMENT IS BITUMINOUS, THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM TO CROWN OF
BRIDGE. TRANSITION FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE END SLAB SHALL BE MADE
THICKNESS SHALL VERY TRANSVERSLY FROM LONG
SIDE TO SHORT SIDE IN A UNIFORM MANNER.
THAT IT WILL REMAIN IN ITS ORIGINAL
PLACEMENT.
UNIFORMLY. A BELTED CROWN SECTION WILL REQUIRE THE PLACEMENT OF ADJOINING LANES AT THE SAME TIME, HENCE
GENERAL NOTES
TYPICAL LONGITUDINAL SECTION
BRIDGE END SLAB TYPICAL TRANSVERSE SECTION
BRIDGE END SLABDETAIL OF SEAL AT
PLAN
19'-8" LONG FOR 0° SKEW
TRANSVERSE STEEL - SKEWED SLABS
(SEE NOTE NO 6)
AND SHALL BE TIED WITH TWO (2) WIRE TIES. LONGITUDINAL JOINTS TO BE SAWED.
12'-0" 12'-0"
24'-0"
20'-0"
12'-0" 12'-0"
24'-0"
12'-0" 12'-0"
20'-0"
IN A DISTANCE OF 100 FT.
6. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED LANE AT A TIME. DEFORMED TIE BARS OR NO 5 HOOK BOLTS
†" SILICONE WITH
ƒ" BACKER ROD
0° TO 15° SKEW - 10" THICK
33° TO 45° SKEW -10" TO 14" THICK
GREATER THAN 45° SKEW -10" TO 14" THICK
EXPANSION JOINT
SEE PROJECT DETAIL FOR DETAILS
EXPANSION JOINT
15° TO 33° SKEW - 10" TO 11" THICK
FOR BRIDGE RAIL EXTENSIONS PAID AS BRIDGE END SLAB.
24'-0" (SEE NOTE NO 5)
NO 6 BARS STRAIGHT
AT 6" OC LENGTHS VARY
CLEARANCE
2"
CL
EA
RA
NC
E2"
CLEARANCE
2"
CLEARANCE
3"
CLEARANCE
2"BARS "A" NO 6 AT 6" OC
3" CLEARANCE
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 4 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 15" OC)
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 5 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 10" OC)
BE 20" LONG FOR NO 4 BARS AND 25" FOR NO 5 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB
7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE STANDARD DRAWING NO I-131 (SHEETS 4 & 5 OF 8).
by J.F.T.
Added to Note no. 7 on 10-07-052.
by J.F.T.
Added to CADD on 04-30-991.
WITHIN ABUTMENT WALL LIMITS
RAIL AND EXPANSION JOINT
END SLAB FOR USE WITH BARRIER
REINFORCED CONCRETE BRIDGE
L.V.S.
10-05-89 BES-450-I 104
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
ME
DI
AN
OR
LE
FT
SI
DE
20'-0"
20'-0"
LONGITUDINAL BARS "A"
(DOES NOT REQUIRE SAWING
SKEW ANGLE
OF BRIDGE
3"
LONGITUDINAL JOINT
(DOES NOT REQUIRE SAWING
OR SEALING)
BE CONTINUOUS ACROSS LONGITUDINAL JOINT AND SLAB. IT IS DESIRABLE FOR TRANSVERSE BARS TO CROSS SLAB IN ONE LENGTH
2. WHEN ROADWAY PAVEMENT IS BITUMINOUS. THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM TO CROWN OF BRIDGE. TRANSITION
3. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, SCARIFY THE CONTACT SURFACE OF THE BRIDGE END AND THE PAVING SEAT.
4. WIDTHS OF THE BRIDGE END SLAB SHOWN ARE FOR TWO (2) LANE TRAVELWAY. THIS PLAN MAY BE USED FOR VARIOUS WIDTHS DESIRED FOR ANY
BRIDGE WITH BARRIER RAIL.
SHALL CORRESPOND TO SPACING SHOWN IN SCHEDULE FOR TRANSVERSE STEEL PLACEMENT.
PLAN
GENERAL NOTES
LONGITUDINAL JOINT
VARY
TRANSVERSE STEEL (SKEWED SLABS)
1. IF HE ELECTS, THE CONTRACTOR MAY POUR THE BRIDGE END SLABS IN ONE POUR. IF POURED IN ONE POUR, THE TRANSVERSE BARS SHALL
BRIDGE END SLAB - TYPICAL TRANSVERSE SECTION, ROADWAY END
12'-0" PAVEMENT 12'-0" PAVEMENT
FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE END SLAB SHALL BE MADE IN A DISTANCE OF 100 FEET.
24'-0"
NO 6 BARS STRAIGHT
12'-0"
24'-0'
12'-0"
12'-0"
24'-0"
3" CLEARANCE
12'-0"
BARS "B" TRANSVERSE STEEL(0°SKEW) (SEE GENERAL NOTE NO 6)
APPROXIMATELY 3"
OVERLAY - SEE TYPICAL SECTION
BITUMINOUS PAVEMENT
5. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED ONE LANE AT A TIME. DEFORMED TIE BARS OR #5 HOOK BOLTS ACROSS JOINTS
PAID AS BRIDGE END SLAB.
7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE STANDARD DRAWING I-131 ( SHEETS 4 & 5 OF 8). FOR BRIDGE RAIL EXTENSIONS
BRIDGE END
SLAB
DOWEL
PAVING SEAT
3" CLEARANCE
ACCORDING TO BRIDGE
PLANS.
BRIDGE
PAVING SEAT
FILLET AS REQUIRED
TRANSVERSE BARS "B"
SIZE AND SPACING
ACCORDING TO PLAN VIEWS
DETAIL OF PAVING SEAT
TYPICAL LONGITUDINAL SECTION NOTE: STEEL SHALL BE SECURELY TIEDSO THAT IT WILL REMAIN IN ITS
ORIGINAL PLACEMENT CONDITION
DURING CONCRETE PLACEMENT.
SEE NOTE #3
JOINT AND SEAL20'-0"
9" UNIFORM THICKNESS
SEE TYPICAL SECTION
SEE TYPICAL SECTION
APPROXIMATELY
AT 6" OC LENGTH
OR SEALING)(SEE NOTE NO 5)
2" C
LEAR
ANCE
2" CLEARANCE
2" CLEARANCE
2" C
LEAR
EANC
E
3" BITUMINOUS PVMT OVERLAY
2" CLEARANCE
AT 6" OC
BARS "A" NO 6
PVMT OVERLAY
2" CLEARANCE
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 4 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 15" OC)
2 TRAFFIC LANES (NO 4 BARS AT 15" OC)
3 TRAFFIC LANES (NO 5 BARS AT 15" OC)
4 TRAFFIC LANES (NO 5 BARS AT 10" OC)
WHEN FEASIBLE. WHEN NECESSARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 20" LONG FOR N0 4 BARS AND 25" LONG
FOR NO 5 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH TWO (2) WIRE TIES.
FOR BRIDGE SKEWS 0° TO 15°, THE TRANSVERSE STEEL MAY BE PARALLEL TO THE SKEW. SEE DRAWING NO BES-450-OJ (Index NO 106).
APPROXIMATELY 3" BIT
Note 7 on 10-11-05 by J.F.T.
Adjusted Note No. 6 and added3.
10-17-02 by J.F.T.
the Bridge Bureau policy
Added Note N0. 6 to match2.
by J.F.T.
Added to CADD on 04-30-991.
6. THE TRANSVERSE STEEL PATTERN IS SHOWN PERPENDICULAR TO THE ROADWAY. THIS STEEL PATTERN MUST BE USED FOR BRIDGE SKEWS GREATER THAN 15°.
JOINT WITHIN ABUTMENT WALL LIMITS
FOR USE WITH BARRIER RAIL & EXPANSION
(WITH BITUMINOUS PAVT OVERLAY)
REINFORCED CONCRETE BRIDGE END SLAB
L.V.S.
10-05-89 BES-450-O 105
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
PAVING SEAT
DETAIL OF PAVING SEAT
BRIDGE
2"
3"
TYPICAL LONGITUDINAL SECTION
FILLET AS REQUIRED
SEE NOTE #3
PAVING SEAT
JOINT AND SEAL TO BE ACCORDING
TO BRIDGE
PLANSIN UNIT PRICE BID FOR BRIDGE END SLAB)
LENGTHS VARY FOR SKEWED SLABS
BRIDGE END SLAB TYPICAL TRANSVERSE SECTION
(DOES NOT REQUIRE SAWING OR
LONGITUDINAL JOINTS
SEALING)
1. IF HE ELECTS, THE CONTRACTOR MAY POUR THE BRIDGE END SLABS IN ONE (1) POUR. IF POURED
IT IS DESIRABLE FOR TRANSVERSE BARS TO CROSS THE SLAB IN ONE LENGTH WHEN FEASIBLE. WHEN NECES-
TWO (2) WIRE TIES.
2. WHEN ROADWAY PAVEMENT IS BITUMINOUS, THE FINISHED CROWN OF BRIDGE END SLAB SHALL CONFORM
TO CROWN OF BRIDGE. TRANSITION FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE
3. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, PLACE TWO (2) LAYERS OF GRAPHITE
4. WIDTHS OF BRIDGE END SLAB SHOWN ARE FOR TWO (2) LANE TRAVELWAY. THIS PLAN MAY BE USED FOR VARIOUS
WIDTHS DESIRED FOR ANY BRIDGE WITH BARRIER RAIL.
GRAPHITE SURFACES SHALL BE PLACED ADJACENT TO ONE ANOTHER TO AID IN EXPANSION AND CONTRACTION.
LONGITUDINAL JOINTS
SKEW ANGLE
OF BRIDGE
BEAM
INTEGRAL CONCRETE
PLAN
45°
(DOES NOT REQUIRE SAWING OR SEALING)
ARMOR PLATE (SEE DETAIL "A")
GENERAL NOTES
SEE NOTE NO. 5
TRANSVERSE STEEL - (SKEWED SLABS)
36"
FOR ACCOMMODATION OF JOINT SEAL (TO BE INCLUDED
ACCORDING TO PLAN VIEWS
TRANSVERSE BARS "B", SIZE AND SPACING
0
IN ONE POUR, THE TRANSVERSE BARS SHALL BE CONTINUOUS ACROSS LONGITUDINAL JOINTS AND SLAB.
ORIGINAL PLACEMENT CONDITION DURING CONCRETE PLACEMENT.
STEEL SHALL BE SECURELY TIED SO THAT IT WILL REMAIN IN ITSNOTE:
5. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE TO BE POURED ONE LANE AT A TIME. DEFORMED TIE
STEEL PLACEMENT.
BARS OR HOOK BOLTS ACROSS JOINTS SHALL CORRESPOND TO SPACING SHOWN IN SCHEDULE FOR TRANSVERSE
19'-8" LONG FOR O° SKEW
SARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 20" LONG FOR NO. 4 BARS AND 25"
END SLAB SHALL BE MADE IN A DISTANCE OF 100 FEET.
FOR NO. 5 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH
SURFACED SHEET PACKING,ˆ" THICK BETWEEN THE BRIDGE END SLAB AND THE BRIDGE PAVING SEAT. THE
3" BIT. PAV'T. OVERLAY2" CL
20'-0"
BARS "A" NO. 6 AT 6" O.C.
THICK
UNIFORM
9"
3" CLEAR
24'-0"
12'-0"12'-0"
2"
CL.
20'-0"
2" CL.36" WIDE X 3"
24'-0"
12'-0" 12'-0"
VARY
AT 6" O.C. LENGTHS
NO. 6 BARS STRAIGHT
LONGITUDINAL BARS "A"
2 TRAFFIC LANES (NO.4 BARS AT 15" O.C.)
3 TRAFFIC LANES (NO.4 BARS AT 15" O.C.)
4 TRAFFIC LANES (NO.5 BARS AT 15" O.C.)
2 TRAFFIC LANES (NO.4 BARS AT 15" O.C.)
3 TRAFFIC LANES (NO.5 BARS AT 15" O.C.)
4 TRAFFIC LANES (NO.5 BARS AT 10" O.C.)
2" CL. 3" CL.
12'-0"
24'-0"
12'-0"
†" THICK
BARS B TRANSVERSE STEEL-(O° SKEW) (SEE GENERAL NOTE No. 6)
6. THE TRANSVERSE STEEL PATTERN IS SHOWN PARALLEL TO THE BRIDGE SKEW. THIS STEEL PATTERN IS FOR
APPROXIATELY
SEE TYPICAL SECTION
- SEE TYPICAL SECTION
3" BITUMINOUS OVERLAY
APPROXIMATELY
PAV'T. OVERLAY-
APPROX. 3" BIT.
36" WIDE X 3" (APPROX.) HIGH INTREGRAL CONCRETE BEAM,
SEE TYPICAL SECTION
(APPROX.)
BRIDGE SKEWS 0° TO 15°. FOR BRIDGE SKEWS GREATER THAN 15°, THE TRANSVERSE STEEL MUST BE
PERPENDICULAR TO THE ROADWAY. SEE DRAWING No. BES 450-O (Index No. 105).
7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE DRAWING I-131 (SHEETS 4 & 5 OF 8). FOR
BRIDGE RAIL EXTENSIONS PAID AS BRIDGE END SLAB.
DETAIL "A"
PLATE (CONTINUOUS)
(GALV.)
†" x 6"@ 18" O.C. MAX.STUD
1•" MIN.- 3•" MAX. FROM EACH END OF PLATE
by W.W.A.
Galvanized Metal on 07-31-09
location in the slab and requiring
Clarified Armor Plate Detail as to4.
7 on 10-07-05 by J.F.T.
Adjusted Note No. 6 and added Note3.
Bureau policy 10-17-02 by J.F.T.
Added Note No.6 to match Bridge2.
by J.F.T.
Added to CADD on 04-30-991.
USE WITH BARRIER RAIL
BITUMINOUS PAV'T. OVERLAY) FOR
END SLAB (WITH
REINFORCED CONCRETE BRIDGE
10-05-89 BES-450-OJ 106
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
1. FOR PLAIN CONCRETE PAVEMENT JOINTS DISREGARD REINFORCING DETAILS.
2. ALL SEAL RESERVOIRS AND CONTRACTION JOINTS SHALL BE SAWED.
3. FOR DETAIL OF DOWEL SUPPORT ASSEMBLY SEE APPROPRIATE SPECIAL DRAWING.
4. SILICONE SEALANT SHALL BE TOOLED IMMEDIATELY AFTER APPLICATION.
5. WHEN CONTRACTOR OPTIONS TO USE ENCAPSULATED ANCHOR, THE REQUIRED
LENGTH OF TIE BARS AS SHOWN SHALL BE FULLY EMBEDDED.
BUTT JOINT FORMED WITH
HEADER SHAPE TO X-SECTION
GENERAL NOTES
CONSTRUCTION-BUTT
CONTRACTION
WEAKENED PLANE SHALL BE SAWED TO
A DEPTH OF 1/3 PAVEMENT THICKNESS
EXPANSION
W/ TIGHT FITTING NON-COLLAPSIBLE
EXPANSION CAP.
FILLER MATERIAL TO BEIN ACCORD WITH ARTICLE
THIS AREA OF JOINT FORMED WITH WOOD
OR FIBER BOARD WHICH SHALL BE REMOVED
AND JOINT CLEANED.
WEAKENED PLANE
THIS JOINT TO BE USED WHEN BOTH LANES ARE POURED SIMULTANEOUSLY
WEAKENED PLANE SHALL BE SAWED TO A
DEPTH OF 1/3 PAVEMENT THICKNESS.
BUTT WITH TIE BARS
THIS JOINT TO BE USED WHEN BOTH LANES ARE POURED SEPARATELY
ATTACHMENT TO FORM TO EXTEND
DEPEND ON TYPE OF FORM USED.
REINFORCEMENT
REINFORCEMENT
D/2
D
D/2
D/3
D
REINFORCEMENT REINFORCEMENT
CLD
D/2
3"
3"
REINFORCEMENT
D
REINFORCEMENT
D/2
LC
D
D/2
1"
3"
2"
CL
1"
2"
LC
D/3
REINFORCEMENT
REINFORCEMENT
1"
2"
STANDARD PLAIN AND REINFORCED CONCRETE PAVEMENT
LC
7"
7"
SMOOTH DOWEL BARS 18"
INTO SLEEVE. LENGTH WILL
NOTE:ƒ" BOLT FOR TEMPORARY
7"
2" x 1•" PREFORMED ELASTOMERIC SEAL
19/32"
3/4" ABOVE TOP OF DOWEL
ƒ" THICK PREFORMED
SUFFICIENT DEPTH PRIOR TO
7' 7'
ISOLATION JOINT
10"
13"
or
10"
13"
or
2"
18" MIN
54"
12"
18" LONG DOWEL
TRANSVERSE JOINT
LONGITUDINAL JOINT
36"
36"
27"
27"
18" MIN
FILLER MATERIAL TO BE
IN ACCORD WITH ARTICLE
BRIDGE END SLAB CONCRETE PAVEMENT
TRANSVERSE JOINTSLONGITUDINAL JOINTS
THIS JOINT TO BE USED WHEN BOTH LANES ARE POURED SEPARATELY
REINFORCEMENT
REINFORCEMENT
D
1"
2"
LONGITUDINAL JOINT W/O TIE BARS
STANDARD PLAIN AND REINFORCED CONCRETE PAVEMENT
IF POURED SIMULTANEOUSLY SAW TO A DEPTH OF D/3
36" LONG TIE BARS
RELATION OF DOWELS TO TIE BARS
EPOXY RETENTION DISK
TIE BAR ALIGNMENT TOLERANCE
3. •" PER FOOT IN A VERTICAL OR HORIZONTAL AXIS
2. 1" VERTICALLY (D/2 +/- 1")
1. 2" ALONG CENTER LINE LONGITUDINALLY (36" SPACING +/- 2")
6. SEE DOWEL SUPPORT ASSEMBLY DETAILS FOR DOWEL ALIGNMENT TOLERANCES.
SMOOTH DOWEL BARS
SHT 2 OF 2)
SEALING (AS PER DETAIL "B"
SILICONE (SEE DETAIL SHT 2 OF 2)
SILICONE (SEE DETAILS SHT 2 OF 2)
SILICONE (SEE DETAIL SHT 2 OF 2))
SILICONE (SEE DETAIL SHT 2 OF 2)
SILICONE (SEE DETAIL SHT 2 OF 2)
DEFORMED TIE BAR (#5 BAR, 36" LONG, 36" OC) OR SECTIONAL TIE BAR
DEFORMED TIE BAR (#5 BAR, 36" LONG, 36" OC)
JOINT MATERIAL REMOVE TO
18" LONG @ 12" OC
LONG @ 12" OC
SMOOTH DOWELS 18" LONG @ 12" OC
1" MIN
832 ALDOT SPEC
@ 12" OC
@ 36" OC
832 ALDOT SPEC
2 of 2 on 09-01-04 by J.F.T.
dowel tie bar sketch and sheet
Note No. 6 Isolation Joint sketch,
Deleted Hook Bolt sketch. Added3.
Detail on 08-12-02 by J.F.T.
Added Bridge End Slab Widen2.
by J.F.T.
Added to CADD on 04-30-991.
SLAB JOINTS
PAVEMENT AND BRIDGE END
REINFORCED CEMENT CONCRETE
DETAIL OF STANDARD PLAIN AND
L.V.S.
03-03-89 CPJ-450 (SHEET 1 OF 2) 110
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
SEAL
(AT C OF JOINT)
BACKER ROD
DETAIL FOR SHAPE FACTOR (TRANSVERSE ONLY)
LENGTH OF SLAB T L W
DIA OF BACKER ROD
‚"
L
W
T
L
TAPE IN BOTTOM
BOND BREAKER
20' OR LESS
21' TO 40'
41' TO 60'
‚"
RE
CE
SS
1/2"
RE
SE
RV
OI
R
1/4"
RE
CE
SS
1/4"
1/4"
3/8"
1-1/4"
1-1/4"
1-3/4"
1/4"
1/2"
5/8"
3/8"
5/8"
3/4"
SCHEDULE
LONGITUDINAL SILICONE SEAL
DETAIL "A"
TRANSVERSE SILICONE SEAL
DETAIL "B"
„"
TO
D/3
D/3
„"
TO
CUT
„" WIDE INITIAL
*
*
BACKER ROD COMPATIBLE
w/SILICONE SEALANT AND
SLIGHTLY OVERSIZED TO
RESIST MOVEMENT DURING
SEALING.
INITIAL CUT
„" WIDE
NOTE:*
(SEE SCHEDULE BELOW)
EPOXY RETENTION DISK
DOWEL BAR
NYLON OR PLASTIC
MATERIAL
DETAILS OF EPOXY RETENTION DISK
1"±
‘" R-WEEP HOLE
CONCRETE
HOT POURED
ELASTIC TYPE
SEALANT SLIGHTLY
OVERFILL JOINT WITH
SEALANT AND SQUEEGEE
TRAVEL SURFACE
EDGE OF PAVEMENT
ASPHALT PAVEMENT
REQUIRED SAWING
EXISTING
JOINT
1"
1"
•"+
CONCRETE JOINT AT EXISTING
ASPHALT PAVEMENT
BITUMINOUS BUILDUP
REQUIRED TO EPOXY SMOOTH DOWELS
DOWEL
BRIDGE END SLAB
TO A DEPTH OF 1/3 PAVEMENT THICKNESS.
REINFORCEMENT
D
D/3
WEAKENED PLANE SHALL BE SAWED
POURED IN ONE OPERATION
WHERE BRIDGE END SLAB LANES ARE
END SLAB LANES ARE POURED SEPARATELY
LONGITUDINAL BUTT JOINT WHERE BRIDGE
REINFORCEMENTREINFORCEMENT
D
D/2
2"
1"
NEW SLAB
KEYWAY
EPOXY OR ENCAPSULATED ANCHOR (FIRST POUR)
DEFORMED TIE BAR.
INTO EXISTING BRIDGE AND SLAB
NOTE:
BE REMOVED PRIOR TO THE POURING OF THE NEW SLAB.
A CONSISTENCY THAT IT WILL NOT RUN OUT OF THE DRILLED HOLE. THE RETENTION DISK SHALL
EXISTING CONCRETE. THE RETENTION DISK SHALL BE HELD IN PLACE UNTIL THE EPOXY HAS REACHED
EPOXY RETENTION DISK WILL BE REQUIRED FOR THE INSTALLATION OF ALL SMOOTH DOWELS INTO THE
LONGITUDINAL WEAKENED PLANE JOINT
SILICONE (SEE DETAIL AT LEFT)
SILICONE (SEE DETAIL AT LEFT)
•"+
REINFORCEMENTREINFORCEMENT
D
D/2
2"
1"
NEW SLAB
EPOXY OR ENCAPSULATED ANCHOR (OLD SLAB)
END SLAB IS WIDENED
LONGITUDINAL BUTT JOINT WHERE BRIDGE
SILICONE (SEE DETAIL AT LEFT)
(„" MIN THICKNESS)
#6 DEFORMED TIE BAR, 18" LONG @ 12" OC
09-01-04 by J.F.T.
initial cut @ silicone seal on
Retention disk sketch & showing
Existing Asphalt Pav't., added Epoxy
includes adding Conc. Joint @
Expanded CPJ-450 to two sheets,1.
SLAB JOINTS
PAVEMENT AND BRIDGE END
REINFORCED CEMENT CONCRETE
DETAIL OF STANDARD PLAIN AND
L.V.S.
09-01-04 CPJ-450 (SHEET 2 OF 2) 110-A
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
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 FOR CONCRETE PAVEMENT
L.V.S.
11-06-90 CPR-453 (SHEET 1 OF 3) 111
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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 FOR CONCRETE PAVEMENT
L.V.S
12-08-89 CPR-453 (SHEET 2 OF 3) 112
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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 FOR 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.
L.V.S.
12-08-89 CPR-453 (SHEET 3 OF 3) 113
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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 FOR 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.
L.V.S.
12-08-89 CRCP-453 117
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
DIMENSION DESIRED DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
MARK
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING - END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
THICKNESS OF EXPANSION MATERIAL
W
C
L
S
S-1
T
D
B
E
DIMENSION DESIRED DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
MARK
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING - END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
THICKNESS OF EXPANSION MATERIAL
W
C
L
S
S-1
T
D
B
E
DIMENSION DESIRED DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
MARK
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING - END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
C
L
S
S-1
T
D
B
DIMENSION DESIRED DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
MARK
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING - END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
C
L
S
S-1
T
D
B
3"
3"
3"WIRE CHAIRS
EXPANSION TUBES
3"
C
WIRE STOP
WIRE CHAIR
WELD
WELDED TO CHAIR
WIRE SPACERS
T
B
E
3"3" FRAIL SPACER DENTS
WIRE STOP
EXP CHAMBER
OF WEAKNESS
FLATTENED PLANE
3"
12"
B
3"
WELD
STOP
WIRE
DOWELC
SECTION
CONTRACTION JOINT ASSEMBLY
SECTION
EXPANSION JOINT ASSEMBLY
PLAN
3"
W
L 3"
C3"
T
SE
E
TA
BL
E
OF PVMT
11'-6"
*DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORATION)
*DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORATION)
CHAIRS
WELDED TO
WIRE SPACERS
DIAMETER AND LENGTH
SEE TABLES FOR
SMOOTH DOWELS
SUPPORT WIRES WELDED TO CHAIRS
TOP AND BOTTOM SPACER 11'-6" LONG WITH
S - 12"S - 12"
CROSS WIRES, ASSEMBLE IN FIELD
EXP MATERIAL
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
C
18 IN 18 IN 18 IN
10 IN 10 IN 10 IN
12 IN 12 IN
3 IN
CONTRACTION ASSEMBLY FOR 10" CONCRETE PAVEMENT
18 IN 18 IN 18 IN
13 IN 13 IN 13 IN
12 IN 12 IN 12 IN
CONTRACTION ASSEMBLY FOR 13" CONCRETE PAVEMENT
12" (MIN) LENGTH
HOLD DOWN STAKE
5"
1‚"
5" LONG
WIRE STOPS
6" 6"
ASSEMBLED IN FIELD TO TOP WIRES.
CROSS WIRES - 24" CENTERS
BETWEEN ENDS - ASSEMBLED IN FIELD TO BOTTOM WIRES.
CROSS WIRES - AT EACH END AND AT 24" CENTERS
WIRE STOPS 3" LONG
18 IN 18 IN 18 IN
1‚ IN 1‚ IN 1‚ IN
10 IN 10 IN 10 IN
12 IN 12 IN 12 IN
18 IN 18 IN 18 IN
1† IN 1† IN 1† IN
13 IN 13 IN 13 IN
12 IN 12 IN 12 IN
EXPANSION ASSEMBLY FOR 13" CONCRETE PAVEMENT
EXPANSION ASSEMBLY FOR 10" CONCRETE PAVEMENT
S1S1
BASE
1† IN
*DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORTATION)
BASE
* PRECOATED DOWELS MAY BE USED
*DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORTATION)
1† IN 1† IN
SE
E
TA
BL
E
+/- ‚
"
T/2
6" +/- 1"
12 IN
6" +/- 1"
T/2
+/- ‚
"
5•" +/- 1" 5•" +/- 1"
1‚ IN 1‚ IN 1‚ IN
NOT PRODUCE THE DESIRED RESULTS, WILL NOT BE APPROVED.
WHEN THE CONCRETE IS BE PLACED. FLIMSY OR UNSTABLE ASSEMBLIES THAT WILL
AND HORIZONTAL PLANES, AND WILL HOLD THE DOWELS IN THEIR EXACT POSITION
SUCH THAT WILL PRODUCE A RIGID SUPPORT FOR THE DOWEL BARS IN THE VERTICAL
STAKES, BRACES AND TIE DOWN WIRES, FOR DOWEL SUPPORT ASSEMBLIES SHALL BE
NOTE: THE GAUGE OR SIZE OF WIRES PROPOSED FOR USE IN CONSTRUCTION OF CHAIRS, SPACERS,
GENERAL NOTES
FOR 14 FT AND 15 FT UNIT.
STAKES 5 EACH SIDE
12'-0" UNIT.
4 EACH SIDE FOR
WIRE HOLD DOWN STAKES
DOWEL SPACING
S = 12" CENTER TO CENTER
11 FT 6 IN 13 FT 6 IN 14 FT 6 IN
3 IN 3 IN 3 IN
3 IN 3 IN 3 IN
11 FT 6 IN 13 FT 6 IN 14 FT 6 IN
3 IN 3 IN
3 IN 3 IN 3 IN
CONSTRUCTION JOINT (DEPTH T/3)
TO TOP WIRES
ASSEMBLE IN FIELD
TIE WIRE 24" OC
ALTERNATE EACH SIDE OF SPACE
HOLD DOWN STAKES 12"(MIN) LENGTH
TABLES) FOR DIA AND LENGTH
SMOOTH SLIP DOWELS (SEE
11 FT 6 IN 13 FT 6 IN
3 IN
3 IN
1 IN
3 IN
3 IN
14 FT 6 IN
3 IN
1 IN 1 IN
3 IN
11 FT 6 IN 13 FT6 IN
3 IN 3 IN 3 IN
3 IN
1 IN1 IN
3 IN
1 IN
14 FT 6 IN
3 IN
ASSEMBLIES.
OF TRANSPORTATION STANDARD SPECIFICATIONS REGARDING DOWEL SUPPORT
DRAWING AND CONFORM WITH REQUIREMENTS OF THE ALABAMA DEPARTMENT
THE DESIRED RESULTS, MEETS REQUIREMENTS OF TABLES SHOWN ON THE
THOSE SHOWN ON THESE DRAWINGS IF HE ELECTS, PROVIDED IT WILL PRODUCE
4. IT IS THE CONTRACTOR'S OPTION TO USE A TYPE OF ASSEMBLY OTHER THAN
JOINTS.
LOCATION OF DOWELS IN THE PAVEMENT FOR BOTH EXPANSION AND CONTRACTION
STANDARD REQUIREMENTS FOR DOWEL LENGTHS, DIAMETERS, SPACING AND
3. EACH OF THE THREE DRAWINGS HAVE THE SAME SET OF TABLES THAT FURNISH
VERTICAL OR LONGITUDINAL AXIS.
2. DOWEL BAR ALIGNMENT TOLERANCE IS ‚" PER 12" LENGTH IN A HORIZONTAL,
CORRECTLY SPACED AT THE EXACT CENTER OF THE PAVEMENT.
RIGIDLY IN PLACE, TRULY PARALLEL TO THE LONGITUDINAL AXIS OF PAVEMENT,
APPROVAL OF DOWEL ASSEMBLIES IS A SUPPORT THAT WILL HOLD THE DOWEL BAR
ASSEMBLIES THAT WILL BE APPROVED FOR USE. THE CARDINAL REQUIREMENTS FOR
BUT ARE FURNISHED TO INDICATE TO THE CONTRACTOR THE VARIOUS TYPES OF
USE AS WORKING DRAWINGS FOR THE MANUFACTURE OF DOWEL SUPPORT ASSEMBLIES,
1. SHEETS NO DSA-450 (1 OF 3) (2 OF 3) AND (3 OF 3) ARE NOT INTENDED FOR
FOR 10" & 13" THICK SLABS
FOR CONCRETE PAVEMENT
DOWEL SUPPORT ASSEMBLY
Note No. 2 on 09-10-04 by J.F.T.
chart & added note numbering and
Replaced 9" thick slab with 13" slab2.
by J.F.T.
Added to CADD on 05-03-991.
L.V.S.
04-04-77 DSA-450 (SHEET 1 OF 3) 127
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
DOWELSSPACERSWELD
WELDCHAIR ASSEMBLY
EXPANSION
JOINT
WIRE CLIPS
WIRE CLIPS
"A"
"A"
SEE GENERAL NOTES SHEET DSA-450 (1 OF 3)
RESISTANCE
WELD
ED
GE
OF
PA
VE
ME
NT
CHAIRS
EXPANSION MATERIAL HELD IN RIGID AND VERTICAL POSITION
BY CROSS WIRES OR OTHER APPROVED METHOD
CL PAVEMENT
STAKES OF SUFFICIENT LENGTH TO
HOLD ASSEMBLY RIGIDLY IN PLACE
SPACERS
TIGHT FITTING
NON-COLLAPSIBLE
EXPANSION CAP
CHAIR
SMOOTH SLIP DOWELS
EXPANSION
MATERIAL
NOTE:
THE GUAGE OR SIZE OF WIRES PROPOSED FOR USE IN CONSTRUCTION OF CHAIRS,
SPACERS, STAKES, BRACES AND TIE WIRES FOR DOWEL SUPPORT ASSEMBLIES SHALL
BE SUCH THAT WILL PRODUCE A RIGID SUPPORT FOR THE DOWEL BARS IN THE VERTICAL
AND HORIZONTAL PLANES, AND WILL HOLD THE DOWELS IN THEIR EXACT POSITION
WHEN THE CONCRETE IS BEING PLACED. FLIMSY OR UNSTABLE ASSEMBLIES THAT
WILL NOT PRODUCE THE DESIRED RESULTS, WILL NOT BE APPROVED.
WELD
RESISTANCE
PLAN
SMOOTH DOWELS SEE TABLES
FOR DIAMETER AND LENGTH
SPACERSCHAIR
ED
GE
OF
PA
VE
ME
NT
SPACERS CONTR JOINT
DOWELS
CHAIR
ASSEMBLY
"B"
"B"
PAVEMENTLCCHAIRS
HOLD ASSEMBLY RIGIDLY IN PLACE
STAKES OF SUFFICIENT LENGTH TO
& LENGTH
SE
E
TA
BL
ES
SE
E
TA
BL
ES
(FREE ENDS)
S S
DOWEL SPACING S-1S-1
S S
S-1 DOWEL SPACING S-1
3"
12"
T
E
D
3"
L 3"
T
12"
3"
3"
W
B
T
T/2
3"D
T
12"
3"
L3"
W
12"
3"
3"
3"
WELD ALTERNATE DOWELS TO CHAIR ASSEMBLY AND SPACERS
WIRE CLIPS
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING-END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
L
C
S
S-1
T
D
B
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING-END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
L
C
S
S-1
T
D
B
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING-END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
L
C
S
S-1
T
D
B
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
WIDTH OF PAVING (STRIP)
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
DOWEL SPACING-END OF UNIT
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
L
C
S
S-1
T
D
B
E
E
THK. OF EXPANSION MATL.
SECTION "A-A"
PLAN
SIDE VIEW
C C
C C
CONTRACTION JT (DEPTH T/3)
FASTEN ALT DOWELS WITH
WELD ALT DOWELS TO CHAIR
ASSEMBLY AND SPACERS
SEE TABLES FOR DIA
THK OF EXPANSION MATL
CONTRACTION JOINT ASSEMBLY
SIDE VIEW
SECTION "B-B"
EXPANSION JOINT ASSEMBLY
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
18 IN 18 IN 18 IN
1‚ IN 1‚ IN 1‚ IN
10 IN10 IN10 IN
12 IN 12 IN 12 IN
EXPANSION ASSEMBLY FOR 10" CONCRETE PAVEMENT
18 IN 18 IN 18 IN
1† IN
13 IN 13 IN 13 IN
12 IN 12 IN 12 IN
EXPANSION ASSEMBLY FOR 13" CONCRETE PAVEMENT
18 IN 10 IN 10 IN
1‚ IN 1‚ IN 1‚ IN
10 IN 10 IN 10 IN
12 IN 12 IN 12 IN
CONTRACTION ASSEMBLY FOR 10" CONCRETE PAVEMENT
18 IN 18 IN. 18 IN
13 IN
12 IN 12 IN 12 IN
CONTRACTION ASSEMBLY FOR 13" CONCRETE PAVEMENT
6"6"
4"
7"
2" MIN.
6"6"
(12" MINIMUM LENGTH)
STAKES (MIN OF 6 PER 12' UNIT)
STAKES (MIN OF 7 PER 14' & 15' UNITS)
6"
6"
STAKES (MIN OF 6 PER 12' UNIT)
STAKES (MIN OF 7 PER 14' & 15' UNITS)
(12" MINIMUM LENGTH)
*
13 IN 13 IN
*
*
1† IN 1† IN
*
* PRECOATED DOWELS MAY BE USED
T/2
+/- ‚
"
T/2
+/- ‚
"T/2
+/- ‚
"
+/- ‚
"
B/2 +/- 1"
B/2 +/- 1"
EXPANSION SLEEVES ON ALTERNATE DOWELS
B
S = 12" CENTER TO CENTER
14 FT 6 IN13 FT 6 IN11 FT 6 IN
3 IN 3 IN 3 IN
3 IN 3 IN 3 IN
1†" IN1†" IN1†" IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
11 FT 6 IN 13 FT 6 IN 14 FT 6 IN
3 IN3 IN3 IN
3 IN3 IN3 IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
14 FT 6 IN13 FT 6 IN11 FT 6 IN
3 IN 3 IN 3 IN
3 IN 3 IN 3 IN
1 IN 1 IN 1 IN
14 FT 6 IN13 FT 6 IN
3 IN
11 FT 6 IN
3 IN 3 IN
3 IN3 IN3 IN
1 IN1 IN1 IN
S = 12" CENTER TO CENTER
2" MIN
1" MIN
FOR 10" & 13" THICK SLABS
FOR CONCRETE PAVEMENT
DOWEL SUPPORT ASSEMBLY
slab chart on 09-10-04 by J.F.T.
Replaced 9" thick slab with 13"2.
by J.F.T.
Added to CADD on 05-04-991.
L.V.S.
04-04-77 DSA-450 (SHEET 2 OF 3) 128
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
SHEET METAL
CHANNEL
RESISTANCE WELD
EXPANSION MATERIAL
SECTION "AA"
T
D
E
EXPANSION ASSEMBLY
SEE GENERAL NOTES, SHEET DSA-450(1 OF 3)
PLANNOTE:
WELD
RESISTANCE
ED
GE
OF
PA
VE
ME
NT
SPACERS CHAIRS
12"
3" 3"
EXPANSION SLEEVES ON ALTERNATE
DOWELS (FREE ENDS)
EXP. JOINT
"A"
"A"
B
T
W
L
EXPANSION MATERIAL HELD IN RIGID AND VERTICAL
POSITION BY CROSS WIRES OR OTHER APPROVED METHOD.
12" 12"
3"
3"
12"
3"
3"
CHAIRSCL OF PAVEMENTSPACER
SIDE VIEW
RESISTANCE
WELD SPACERS
CHAIR
STAKES
SE
E
TA
BL
E
T
T/2
B
SE
E
TA
BL
E
ED
GE
OF
PA
VE
ME
NT
CONTRACTION ASSEMBLY
12"
3" 3"
SP
AC
ER
S DOWELS
CHAIR
ASSEMBLY
"B"
"B"
L OF PAVEMENTC
3"
3"
12"
3"
3"
12"
L
W
T/2
T
DOWEL SPACING
CHAIRSSPACER
SIDE VIEW
B
D
T
S-1
S
C
L
W
B
D
T
S-1
S
C
L
W
DOWEL LENGTH
DOWEL DIAMETER
THICKNESS OF PAVING SLAB
DOWEL SPACING
CLEARANCE
LENGTH OF UNIT
DIMENSIONDIMENSIONDIMENSIONMARKDIMENSION DESIRED
DOWEL LENGTH
DOWEL DIAMETER
THICKNESS OF PAVING SLAB
DOWEL SPACING
CLEARANCE
LENGTH OF UNIT
DIMENSIONDIMENSIONDIMENSIONMARKDIMENSION DESIRED
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION
LENGTH OF UNIT
CLEARANCE
DOWEL SPACING
THICKNESS OF PAVING SLAB
DOWEL DIAMETER
DOWEL LENGTH
W
L
C
S
S-1
T
D
B
W
L
C
S
S-1
T
D
B
THICKNESS OF EXPANSION MATERIAL E
THICKNESS OF EXPANSION MATERIAL E
C
S-1
S
C
S-1
S
D
C
S-1
C S-1
S
S
C
S-1
C S-1
S
S
DOWEL SPACING - END OF UNIT
DOWEL SPACING - END OF UNIT
DOWEL SPACING - END OF UNIT
SECTION "BB"
CONTRACTION JT (DEPTH T/3)
WIDTH OF PAVING (STRIP)
WIDTH OF PAVING (STRIP)
WIDTH OF PAVING (STRIP)
WIDTH OF PAVING (STRIP)
DOWEL SPACING - END OF UNIT
STAKES, BRACES AND TIE WIRES, FOR DOWEL SUPPORT ASSEMBLIES SHALL BE SUCH
THAT WILL PRODUCE A RIGID SUPPORT FOR THE DOWEL BARS IN THE VERTICAL AND
TIE WIRES
WIRE CLIPS OR
WIRE CLIPS OR TIE WIRE
FASTEN DOWELS WITH
12 FT 14 FT 15 FT
12 FT 14 FT 16 FT
12 FT 14 FT 15 FT
12 FT 14 FT 15 FT
18 IN 18 IN 18 IN
10 IN 10 IN 10 IN
1‚ IN 1‚ IN 1‚ IN
12 IN 12 IN 12 IN
18 IN 18 IN 18 IN
1† IN
13 IN
12 IN 12 IN 12 IN
EXPANSION ASSEMBLY FOR 10" CONCRETE PAVEMENT
EXPANSION ASSEMBLY FOR 13" CONCRETE PAVEMENT
18 IN 18 IN 18 IN
1‚ IN 1‚ IN 1‚ IN
10 IN 10 IN 10 IN
12 IN 12 IN 12 IN
CONTRACTION ASSEMBLY FOR 10" CONCRETE PAVEMENT
18 IN 18 IN 18 IN
1† IN
13 IN
12 IN 12 IN 12 IN
CONTRACTION ASSEMBLY FOR 13" CONCRETE PAVEMENT
6 PER 12' UNIT, 7 PER
14' & 15' UNIT
STAKES (12" MIN LENGTH)
6"
6"
6"6"
6'
13 IN 13 IN
1† IN 1† IN
*
*
*
*
13 IN 13 IN
1† IN 1† IN
* PRECOATED DOWELS MAY BE USED.
T/2
+/- ‚
"
T/2
+/- ‚
"+/- ‚
"
+/- ‚
"
B/2 +/- 1"
B/2 +/- 1"
DOWEL SPACING
THE GAUGE OR SIZE OF WIRES PROPOSED FOR USE IN CONSTRUCTION OF CHAIRS, SPACERS,
THE CONCRETE IS BEING PLACED. FLIMSY OR UNSTABLE ASSEMBLIES THAT WILL NOT
HORIZONTAL PLANES, AND WILL HOLD THE DOWELS IN THEIR EXACT POSITION WHEN
PRODUCE THE DESIRED RESULTS WILL NOT BE APPROVED.
1" MIN
MIN LENGTH
14' & 15' UNITS) 12"
(6 PER 12' UNIT, 7 PER
S = 12" CENTER TO CENTER
14 FT 6 IN13 FT 6 IN11 FT 6 IN
3 IN 3 IN 3 IN
3 IN 3 IN 3 IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
14 FT 6 IN13 FT 6 IN11 FT 6 IN
3 IN 3 IN 3 IN
3 IN 3 IN 3 IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
14 FT 6 IN13 FT 6 IN
3 IN3 IN3 IN
11 FT 6 IN
3 IN3 IN3 IN
1 IN1 IN1 IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
1 IN1 IN1 IN
3 IN
3 IN
3 IN
3 IN
13 FT 6 IN 14 FT 6 IN11 FT 6 IN
3 IN
3 IN
DOWEL COATING (CURRENT SPECIFICATIONS ALDOT)
S=12" CENTER TO CENTER
FOR 10" & 13" THICK SLABS
FOR CONCRETE PAVEMENT
DOWEL SUPPORT ASSEMBLY
chart on 09-10-04 by J.F.T.
Replaced 9" thick slab with 13" slab2.
by J.F.T.
Added to CADD on 05-04-991.
129L.V.S.
04-04-77 DSA-450 (SHEET 3 OF 3)
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
1"
VA
RI
ESVA
RI
ES
D
•"
•"
•"
‚"
RE
CE
SS
‚"
RE
CE
SS
‚"
RE
CE
SS
EXISTING
CONCRETE
HOT POURED
TRAVEL SURFACE
EDGE OF PAVEMENT
SHOULDER SURFACE
REQUIRED SAWING
EXISTING
JOINT
BITUMINOUS SHOULDER
BUILDUP
HOT POURED
EXISTING
CONCRETE
REQUIRED
ROUTING
EXISTING
CRACK
TRAVEL SURFACE
TO ACCOMMODATE
ROUTER
TO CLEAN CRACK
REQUIRED
ROUTING
EXISTING
CONCRETE
HOT POURED
EXISTING
CRACK
TRAVEL SURFACE
TO CLEAN CRACK
TO ACCOMMODATE
ROUTER
BACKER ROD
EXISTING
JOINT
EXISTING
CONCRETE
SEE SCHEDULE
REQUIRED
SAWING
TRAVEL SURFACE
REMOVE JOINT MATERIAL
EXISTING
JOINT
EXISTING
CONCRETE
SEE SCHEDULE
REQUIRED
SAWING
BOND BREAKER
TAPE IN BOTTOM
TRAVEL SURFACE
REMOVE JOINT MATERIAL
CL
LONGITUDINAL JOINT
SEALJOINT SEAL
TRANSVERSE CONTRACTION
LC
JOINT SEAL
TRANSVERSE EXPANSION
LC
BACKER ROD
EXISTING
CONCRETE
SLIP DOWEL
SEE SCHEDULE
REQUIRED
SAWING
REMOVE JOINT MATERIAL
TRAVEL SURFACE
EDGE OF PAVEMENT
JOINT SEAL
CRACK SEAL CRACK SEAL
WITH SPALL REPAIR
SCHEDULE FOR SHAPE FACTOR
WIDTH OF NEW
SAWED JOINT JOINT MATERIALS. CLEAN AND RECEIVE THE REQUIRED SEAL.
DUE TO THE CONDITION OF THE EXISTING JOINT.
GENERAL NOTES
DIAMETER OF
BACKER ROD
DEPTH OF BACKER
ROD BELOW SURFACE
THICKNESS OF SEAL
@ C OF JOINTL
1"
D/8
SAWED JOINT: THE DEPTH OF THE REQUIRED SAWING SHALL BE SUFFICIENT TO REMOVE ALL EXISTING
RECESS:
THE QUANTITY OF SEALANT REQUIRED MAY VARY FROM THE AMOUNT DETAILEDEDGE OF PAVEMENT:
SPALL REPAIR:
LONGITUDINAL JOINT: ON PAVEMENT REHABILITATION PROJECTS, WHEN THE DEPTH OF THE LONGITUDINAL
JOINT EXCEEDS ‡" THE DETAILS SHOWN FOR TRANSVERSE JOINTS MAY BE USED.
1ƒ" 2" ƒ" •"
1•" 1†" ƒ" •"
1‚" 1•" ƒ" •"
1" 1‚"
†"
ƒ" •"
…"
•" †" •" ‚"
…" •" •" ‚"
Š" …" •" ‚"
1‚"ƒ"
REDWOOD
ƒ" TO 1"
18" LONG, 12"
•"+ •"+
(RETAIN)
Š" MIN OR AS REQUIREDŠ" MIN OR AS REQUIRED
SEAL MATERIAL. LARGER SPALLS SHALL GENERALLY REQUIRE SLAB REMOVAL.
SPALL AREA 3 SQUARE
INCHES OR LESS
COLD POURED
JOINT SEALANT COLD POURED
JOINT SEALANTCOLD POURED
JOINT SEALANT
JOINT SEALANTJOINT SEALANT
JOINT SEALANT
SLIGHTLY OVERFILL
JOINT WITH SEALANT
AND SQUEEGEE
COLD POURED JOINT SEALANT SHALL BE TOOLED IMMEDIATELY AFTER APPLICATION.
Š" MIN OR AS REQD TO
SPALL AREA 3 SQUARE INCHES OR LESS SHALL BE CLEANED AND FILLED WITH THE JOINT
Š" MIN OR AS REQD TO
1" MIN OR AS REQUIRED TO
OC RETAIN
JOINT AND CRACK SEAL
EXISTING CONCRETE PAVEMENT
TYPE-1
by W.W.A.
sheet description on 05-20-05
& changed spall repair note and
Deleted partial depth spall repairs2.
by J.F.T.
Added to CADD on 05-04-991.
L.V.S.
09-25-90 JC-454 (SHEET 1 OF 2) 133
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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
-
D/8
ƒ"
•"
1/2"
##
#
#
#
#
D
D
CONCRETE
EXISTING
EXISTING JOINT
REQUIRED SAWING
CL
CONCRETE
EXISTING
EXISTING CRACK
REQUIRED ROUTING
CONCRETE
EXISTING
CL
EDGE OF SHOULDER
SHOULDER SURFACE
CONCRETE
EXISTING
OR ROUTING
REQUIRED SAWING
BUILDUP
SHOULDER
BITUMINOUS
JOINT SEAL
TRANSVERSE CONTRACTION & LONGITUDINAL
JOINT SEAL
TRANSVERSE EXPANSION
AND SHOULDER JOINT SEAL
EDGE OF PAVEMENT
CRACK SEAL
ƒ" -1" REDWOOD
NOTES:
VARIES
1"-2"
SMOOTH DOWEL FOR TRANSVERSE CONTRACTION JOINT
VARIES
1"-2"
VARIES
1"-2"
VARIES
1"-2"
TO CLEAN CRACK
Š" MIN OR AS REQUIRED
(RETAIN)
CONCRETE
EXISTINGEXISTING CRACK
ROUTING
REQUIRED
WITH SPALL REPAIR
CRACK SEAL
ROUTER
TO ACCOM
CL
CONCRETE
EXISTING
D/8
SAWING
REQUIRED
EXPANSION JOINT
LONGITUDINAL OR
TRANSVERSE CONTRACTION
WITH SPALL REPAIR
TRANSVERSE JOINT SEAL
TO CLEAN CRACK
Š" MIN OR AS REQUIRED
OR DEFORMED TIE BAR FOR LONGITUDINAL JOINT (RETAIN)
EXPANSION JOINT ONLY (RETAIN)
ƒ" - 1" REDWOOD @
REQUIRED SAWING
SPALL REMOVE
SPALL REMOVE
JOINT SEALANT
HOT POURED
JOINT SEALANT
HOT POURED
JOINT SEALANT
HOT POURED
JOINT SEALANT
HOT POURED
JOINT SEALANT
HOT POURED
JOINT SEALANT
HOT POURED
TO REMOVE JOINT MATERIAL
Š" MIN OR AS REQUIRED
RE
QD
BI
TU
MI
NO
US
90 /
SQ
YD)
•"
MI
N - ˆ
"
MA
X
ƒ"
MI
N
•"
MI
N - ˆ
"
MA
X
AND BITUMINOUS SHLD
JOINT AT CONC PAVT
•" MIN RE
QD
BI
TU
MI
NO
US
90 /
SQ
YD)
OV
ER
LA
Y (
AP
P
OV
ER
LA
Y (
AP
P
ROUTER
TO ACCOMODATE
RE
QD
BI
TU
MI
NO
US
OV
ER
LA
Y (
AP
P
90 /
SQ
YD)
SEAL MATERIAL. LARGER SPALLS SHALL GENERALLY REQUIRE SLAB REMOVAL.
2. SPALL REPAIR; AREAS 3 SQUARE INCHES OR LESS SHALL BE CLEANED AND FILLED WITH THE JOINT
AND FILLED WITH SEALANT AS SHOWN REGARDLESS OF THE ACTUAL JOINT WIDTH AND DEPTH.
EXISTING JOINT SHALL BE CLEANED OF EXISTING JOINT MATERIAL INCLUDING BACKER ROD
1. DEPTH AND WIDTH OF TRANSVERSE AND LONGITUDINAL JOINTS SHOWN ARE TYPICAL. THE
•"
MI
N - ˆ
"
MA
X
OR LESS
3 SQUARE INCHES
SPALL AREA
RE
QD
BI
TU
MI
NO
US
90 /
SQ
YD)
OV
ER
LA
Y (
AP
P
JOINT MATERIAL
AS REQUIRED TO REMOVE
ƒ"
MIN
OC RETAIN
18" LONG 12"
1‚" SLIP DOWEL
OR LESS
3 SQUARE INCHES
SPALL AREA
•"
MI
N - ˆ
"
MA
X
RE
QD
BI
TU
MI
NO
US
90 /
SQ
YD)
OV
ER
LA
Y (
AP
P
•"
MI
N - ˆ
"
MA
X
•"
MI
N - ˆ
"
MA
X
RE
QD
BI
TU
MI
NO
US
OV
ER
LA
Y (
AP
P
90 /
SQ
YD)
TO REMOVE JOINT MATERIAL
1" MIN OR AS REQUIRED
OC (RETAIN)
18" LONG 12"
1‚" SLIP DOWEL
ƒ"
MI
N
BITUMINOUS OVERLAY
AND CRACK SEAL w/APPROX. 1"
EXISTING CONCRETE PAVEMENT JOINT
TYPE - II
05-20-05 by W.W.A.
replace Bit. plant mix in spalls on
proof membrane & set up sealant to
sheet description, removed water
Reworked sheets notes, changed2.
Added to CADD on 04-04-99 by J.F.T.1.
JC-454 (SHEET 2 OF 2) 134L.V.S.
01-07-86
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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.
L.V.S.
04-27-93 LUG-453 138
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRAN
SP
ORTA
TION
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