ALABAMA DEPARTMENT OF TRANSPORTATIONalletting.dot.state.al.us/Docs/Standard_Drawings/2016...

SHALL BE CONTINUOUS ACROSS LONGITUDINAL JOINTS AND SLAB. IT IS DESIRABLE FOR TRANSVERSE BARS TO CROSS SLAB IN ONE

LONGITUDINAL JOINTS TO BE SAWED.

THICK BETWEEN THE BRIDGE END SLAB AND BRIDGE PAVING SEAT. THE GRAPHITE SURFACES SHALL BE PLACED ADJACENT TO ONE

5. WIDTHS OF BRIDGE END SLAB SHOWN ARE FOR TWO (2) LANE TRAVELWAY. THIS PLAN MAY BE USED FOR VARIOUS WIDTHS DESIRED.

ANOTHER TO AID IN EXPANSION AND CONTRACTION.

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

SEE NOTE NO. 4

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

ITS ORIGINAL PLACEMENT CONDITION DURING CONCRETE PLACEMENT.

BARS "A" NO 19 AT 150 mm O.C.

0° TO 15° SKEW - 250 mm THICK

15° TO 33° SKEW - 250 mm TO 275 mm THICK


GREATER THAN 45° SKEW - 250 mm TO 350 mm THICK

BRIDGE END SLAB TYPICAL TRANSVERSE SECTION, ROADWAY END

PLAN

GENERAL NOTES

2 TRAFFIC LANES (NO. 13 BARS AT 375 mm O.C.)


4 TRAFFIC LANES (NO.16 BARS AT 375 mm O.C.)




NO. 19 BARS STRAIGHT

AT 150 mm O.C. LENGTHS

6 m

5900 mm LONG FOR 0° SKEW

6

m

1. IF HE ELECTS THE CONTRACTOR MAY POUR THE BRIDGE END SLABS IN ONE POUR. IF POURED IN ONE POUR, THE TRANSVERSE BARS

625 mm FOR NO. 16 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH TWO (2) WIRE TIES.

LENGTH WHEN FEASIBLE. WHEN NECESSARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 500 mm LONG FOR NO. 13 BARS AND

4. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, PLACE TWO (2) LAYERS OF GRAPHITE SURFACED SHEET PACKING, 2 mm

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

FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE END SLAB SHALL BE MADE IN DISTANCE OF 30 m.

THE CROWN SECTION.

CL

50

mm

50 mm CL

CL

50 mm

50 mm CL

75 mm CL

CL

50 mm

CL

75 mm

SHALL CORRESPOND TO SPACING SCHEDULE FOR TRANSVERSE STEEL PLACEMENT.

7.2 m

3.6 m 3.6 m

3.6 m 3.6 m

7.2 m

3.6 m

7.2 m

3.6 m

NOT TO SCALE

NOT TO SCALE

6. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED ONE LANE AT A TIME. DEFORMED TIE BARS OR HOOK BOLTS ACROSS JOINTS


7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW. SEE BRIDGE STANDARD DRAWING No. I-131 (SHEETS, 4 & 5 OF 8). FOR BRIDGE RAIL

EXTENSIONS PAID AS BRIDGE END SLAB.

by J.F.T.

Added Note No 7 on 10-07-051.

SLAB FOR USE WITH BARRIER RAIL

REINFORCED CONCRETE BRIDGE END

10-05-89 BES-450 103

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

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

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

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

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

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

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

NOTE:ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

--SPECIFICATIONS--

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


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 VIEWLENGTHS VARY FOR SKEWED

SLAB

SEE SPECIAL DRAWING FOR DETAILS

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,

19 mm BACKER ROD


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

IN A DISTANCE OF 30 m.







16 mm SILICONE WITH


BARS "A" NO. 19 AT 150 mm O.C.

0° TO 15° SKEW - 250 mm THICK



GREATER THAN 45° SKEW - 250 mm TO 350 mm THICK


BRIDGE END SLAB TYPICAL TRANSVERSE SECTION

BRIDGE END SLABDETAIL OF SEAL AT

PLAN

5900 mm LONG FOR 0° SKEW

TRANSVERSE STEEL - SKEWED SLABS

BE 500 mm LONG FOR NO. 13 BARS AND 625 mm FOR NO. 16 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB

(SEE NOTE NO. 6)

AND SHALL BE TIED WITH TWO (2) WIRE TIES. LONGITUDINAL JOINTS TO BE SAWED.

6. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED LANE AT A TIME. DEFORMED TIE BARS OR NO. 16 HOOK BOLTS

CL

50 mm

CL

50 mm

CL

75 mm

CL

50

mm

CL

50 mm

75 mm CL

AT 150 mm O.C. LENGTHS VARY

3.6 m 3.6 m

7.2 m

6.0

m

7.2 m (SEE NOTE NO. 5)

3.6 m 3.6 m

7.2 m

3.6 m 3.6 m

6.0 m

7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE STANDARD DRAWING No. I-131 (SHEETS 4 & 5 OF 8). FOR

BRIDGE RAIL EXTENSIONS PAID AS BRIDGE SLAB.

by J.F.T.

Added Note No. 7 on 10-07-051.

WITHIN ABUTMENT WALL LIMITS

RAIL AND EXPANSION JOINT

END SLAB FOR USE WITH BARRIER

REINFORCED CONCRETE BRIDGE

BES-450-I 104

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

ME

DI

AN

OR

LE

FT

SI

DE


(DOES NOT REQUIRE SAWING

SKEW ANGLE

OF BRIDGE

BRIDGE END

SLAB

75

DOWEL

PAVING SEAT

75 CLEARANCE

ACCORDING TO BRIDGE

PLANS

BRIDGE

PAVING SEAT

FILLET AS REQUIRED

OVERLAY

TRANSVERSE BARS "B"

SIZE AND SPACING

ACCORDING TO PLAN VIEWS

75

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

FROM NORMAL CROWN OF BITUMINOUS PAVEMENT TO CROWN OF BRIDGE END SLAB SHALL BE MADE IN A DISTANCE OF 30 m.

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

DETAIL OF PAVING SEAT

TYPICAL LONGITUDINAL SECTION NOTE: STEEL SHALL BE SECURELY TIED

SO THAT IT WILL REMAIN IN ITS

ORIGINAL PLACEMENT CONDITION

DURING CONCRETE PLACEMENT.

LONGITUDINAL JOINT

225 mm UNIFORM THICKNESS

AT 150 mm O.C. LENGTH


6000

6000

SEE NOTE #3

75 mm BIT PAV'T

6000







7200

36003600

VARY OR SEALING)(SEE NOTE NO. 5)

7200

75 mm BITUMINOUS PAV'T OVERLAY

@ 150 mm O.C.

BARS "A" NO. 19

7200

3600

PAVEMENT OVERLAY

75 mm BITUMINOUS

BARS "B" TRANSVERSE STEEL(0°SKEW)

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

WHEN FEASIBLE WHEN NECESSARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 500 mm LONG FOR N0. 13 BARS AND 625 mm LONG

FOR NO. 16 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH TWO (2) WIRE TIES.

JOINT AND SEAL

BRIDGE END SLAB - TYPICAL TRANSVERSE SECTION, ROADWAY END

50 mm

CL

50 mm CL

50 mm

CL

50 mm CL

50 mm CL

50 mm CL

3600 mm PAVEMENT 3600 mm PAVEMENT

75 mm CLEARANCE

BARS "B" TRANSVERSE STEEL(0°SKEW) (SEE GENERAL NOTE No. 6)BARS "B" TRANSVERSE STEEL(0°SKEW) (SEE GENERAL NOTE No. 6)

3600

APPROXIMATELY

SEE TYPICAL SECTION

APPROXIMATELY

ASPHALT OVERLAY- SEE TYPICAL SECTION

APPROXIMATELY

5. LONGITUDINAL JOINTS TO BE KEYED IF SLABS ARE POURED ONE LANE AT A TIME. DEFORMED TIE BARS OR #16 HOOK BOLTS ACROSS JOINTS

FOR BRIDGE SKEWS 0° TO 15°, THE TRANSVERSE STEEL MAY BE PARALLEL TO THE SKEW. SEE DRAWING No. BES-450-OJ (Index No. 106).

7. FOR BRIDGES CONSTRUCTED ON 15° AND GREATER SKEW, SEE BRIDGE STANDARD DRAWING I-131 (SHEETS 4 & 5 OF 8). FOR BRIDGE RAIL EXTENSIONS

PAID AS BRIDGE END SLAB.

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 75 mm BITUMINOUS PAV'T OVERLAY)

REINFORCED CONCRETE BRIDGE END SLAB

7 on 10-07-05 by J.F.T.

Adjusted Note No. 6 and added Note2.

10-17-02 by J.F.T.

the Bridge Bureau policy

Added Note No. 6 to match1.

10-05-89 BES-450-O 105

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

75

PAVING SEAT

DETAIL OF PAVING SEAT

BRIDGE

50

75

DETAIL "A" ARMOR PLATE


ACCCORDING TO PLAN VIEWS

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)

7200

3600 3600

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

END SLAB SHALL BE MADE IN A DISTANCE OF 30 m.

3. WHERE THE BRIDGE PAVING SEAT IS CAST IN THE BRIDGE END SPAN, PLACE TWO (2) LAYERS OF GRAPHITE

SURFACED SHEET PACKING, 2 mm THICK BETWEEN THE BRIDGE END SLAB AND THE BRIDGE PAVING SEAT. THE

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.

LONGITUDINAL JOINTS

SKEW ANGLE

OF BRIDGE

BEAM

INTEGRAL CONCRETE

PLAN

45°

(DOES NOT REQUIRE SAWING OR SEALING)

ARMOR PLATE (SEE DETAIL "A"

GENERAL NOTES

7200

3600 3600

VARY

AT 150 mm O.C. LENGTHS



SEE NOTE NO. 5)

6000

TRANSVERSE STEEL - (SKEWED SLABS)







75 mm BITUMINOUS OVERLAY

900

FOR ACCOMMODATION OF JOINT SEAL (TO BE INCLUDED

6000

THICK

UNIFORM

230 mm

75 mm CLEAR

ACCORDING TO PLAN VIEWS

TRANSVERSE BARS "B", SIZE AND SPACING

7200

36003600

0

IN ONE POUR, THE TRANSVERSE BARS SHALL BE CONTINUOUS ACROSS LONGITUDINAL JOINTS AND SLAB.

SARY TO USE MORE THAN ONE (1) BAR ACROSS SLAB, LAPS SHALL BE 500 mm LONG FOR NO. 13 BARS AND 630mm

FOR NO. 16 BARS. ALL LAPS SHALL BE WELL STAGGERED THROUGHOUT THE SLAB AND SHALL BE TIED WITH

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

50 mm CL

900 mm WIDE X 75 mm HIGH INTREGRAL CONCRETE BEAM,

5900 mm LONG FOR O° SKEW

BARS "A" NO. 19 AT 150 mm O.C.

50

mm

CL

50 mm CL

50 mm CL 75 mm CL

16 mm THICK

16 mm x 150 mm

900 mm WIDE X 75 mm

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

PERPENDICULAR TO THE ROADWAY. SEE DRAWING No. 450-O (Index 105).

ASPHALT OVERLAY - SEE TYPICAL SECTION

APPROXIMATELY

APPROXIMATELY 75 mm

- SEE TYPICAL SECTION

BITUMINOUS OVERLAY

5 OF 8). FOR BRIDGE EXTENSIONS PAID AS BRIDGE END SLAB.

BRIDGE SKEWS 0° TO 15°. FOR BRIDGE SKEWS GREATER THAN 15°, THE TRANSVERSE STEEL MUST BE

7 on 10-07-05 by J.F.T.

Adjusted Note No. 6 and added Note2.

10-17-02 by J.F.T.

the Bridge Bureau policy

Added Note No. 6 to match1.

USE WITH BARRIER RAIL

BITUMINOUS OVERLAY) FOR

END SLAB (WITH 75 mm

REINFORCED CONCRETE BRIDGE

10-05-89 BES-450-OJ 106

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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

75

75

REINFORCEMENT

D

REINFORCEMENT

D/2

LC

D

D/2

25

75

50

CL

25

50

LC

D/3

REINFORCEMENT

REINFORCEMENT

25

50

STANDARD PLAIN AND REINFORCED CONCRETE PAVEMENT

LC

832 ALDOT SPECS.

INTO SLEEVE. LENGTH WILL

JOINT MAT'L. REMOVE TO

SUFFICIENT DEPTH PRIOR TO

ISOLATION JOINT

250

325

or

250

325

or

50

1350

TRANSVERSE JOINT

LONGITUDINAL JOINT

900

900

FILLER MATERIAL TO BE

IN ACCORD WITH ARTICLE

832 ALDOT SPECS.

BRIDGE END SLAB CONCRETE PAVEMENT

TRANSVERSE JOINTSLONGITUDINAL JOINTS

THIS JOINT TO BE USED WHEN BOTH LANES ARE POURED SEPARATELY

REINFORCEMENT

REINFORCEMENT

D

25

50

LONGITUDINAL JOINT W/O TIE BARS

STANDARD PLAIN AND REINFORCED CONCRETE PAVEMENT

IF POURED SIMULTANEOUSLY SAW TO A DEPTH OF D/3

RELATION OF DOWELS TO TIE BARS

EPOXY RETENTION DISK

TIE BAR ALIGNMENT TOLERANCE

1. 50 mm ALONG CENTER LINE LONGITUDINALLY (900 mm SPACING +/- 50 mm)

6. SEE DOWEL SUPPORT ASSEMBLY DETAILS FOR DOWEL ALIGNMENT TOLERANCES.

SMOOTH DOWEL BARS

SH. 2 OF 2)

SEALING (AS PER DETAIL "B"

SILICONE (SEE DETAIL SH. 2 OF 2)

SILICONE (SEE DETAIL SH. 2 OF 2))


SILICONE (SEE DETAIL SH 2 OF 2)

2.1 m 2.1 m

19 mm THICK PREFORMED

175

450 mm LONG @ 300 mm O.C.

LONG @ 300 mm O.C.

SMOOTH DOWEL BARS 450 mm

DEFORMED TIE BAR (#16 BAR, 900 mm LONG, 900 mm O.C.)

NOTE: 19 mm BOLT FOR TEMPORARY

175

25 mm MIN. 19 mm ABOVE TOP OF DOWEL

675

675

900 mm LONG TIE BARS

@ 900 mm o.c.

450 mm min.

450 mm min.

450 mm LONG DOWEL

300

@ 300 mm o.c.

SMOOTH DOWELS 750 mm LONG @ 300 mm O.C.

175

50 mm x 38 mm PREFORMED ELASTOMERIC SEAL

15 mm

DEFORMED TIE BAR (#16 BAR, 900 mm LONG, 900 mm O.C.) OR SECTIONAL TIE BAR

2. 25 mm VERTICALLY (D/2 +/- 25 mm)

3. 13 mm PER 300 mm IN A VERTICAL OR HORIZONTAL AXIS


2 of 2 on 09-01-04 J.F.T.

dowel to 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.

110

SLAB JOINTS

PAVEMENT AND BRIDGE END

REINFORCED CEMENT CONCRETE

DETAIL OF STANDARD PLAIN AND

03-03-89 CPJ-450 (SHEET 1 OF 2)

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

SEAL

(AT C OF JOINT)

BACKER ROD

DETAIL FOR SHAPE FACTOR (TRANSVERSE ONLY)

LENGTH OF SLAB T L W DIA. OF BACKER ROD

6

L

W

T

L

TAPE IN BOTTOM

BOND BREAKER

6 m OR LESS

13

mm

RE

SE

RV

OI

R

6

mm

RE

CE

SS

SCHEDULE

LONGITUDINAL SILICONE SEAL

DETAIL "A"

TRANSVERSE SILICONE SEAL

DETAIL "B"

D/3

D/3

*

*

BACKER ROD COMPATIBLE

w/SILICONE SEALANT AND

SLIGHTLY OVERSIZED TO

RESIST MOVEMENT DURING

SEALING.

NOTE:*

(SEE SCHEDULE BELOW)

EPOXY RETENTION DISK

DOWEL BAR

NYLON OR PLASTIC

MATERIAL

DETAILS OF EPOXY RETENTION DISK

25±

CONCRETE

HOT POURED

ELASTIC TYPE

SEALANT SLIGHTLY

OVERFILL JOINT WITH

SEALANT AND SQUEEGEE

TRAVEL SURFACE

EDGE OF PAVEMENT

ASPHALT PAVEMENT

REQUIRED SAWING

EXISTING

JOINT

25

25

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

50

25

NEW SLAB

KEYWAY

EPOXY OR ENCAPSULATED ANCHOR (FIRST POUR)

DEFORMED TIE BAR.

INTO EXISTING BRIDGE AND SLAB

NOTE:

LONGITUDINAL WEAKENED PLANE JOINT

SILICONE (SEE DETAIL AT LEFT)


13 mm + 13 mm +

INITIAL CUT

3 mm WIDE

3

mm

TO

6

mm

RE

CE

SS

3

mm

TO

CUT

3 mm WIDE INITIAL

(3 mm MIN. THICKNESS)

6

6

10

10

16

19

(mm) (mm) (mm) (mm)

45 16

1332

32 6

12.3 m TO 18 m

2 mm R-WEEP HOLE

6.3 m TO 12 m

REINFORCEMENTREINFORCEMENT

D

D/2

50

25

NEW SLAB

EPOXY OR ENCAPSULATED ANCHOR (OLD SLAB)

END SLAB IS WIDENED

LONGITUDINAL BUTT JOINT WHERE BRIDGE


#19 DEFORMED TIE BAR, 450 mm LONG @ 300 mm O.C.

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

SLAB JOINTS

PAVEMENT AND BRIDGE END

REINFORCED CEMENT CONCRETE

DETAIL OF STANDARD PLAIN AND

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.

J.F.T. 09-01-04 CPJ-450 (SHEET 2 OF 2) 110-A

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

FULL DEPTH

SAW CUT

380 380

& EPOXY

RETAIN

(RETAIN)

PARTIAL DEPTHSAW CUT

BARS (RETAIN)

REINF

SAW CUT

SURFACE

BARS

& GROOVING

(RETAIN)

CONCRETE PAVEMENT

38 mm DEEP

REMOVED (LENGTH

FAILED AREA TO BE

CONCRETE PAVEMENT

VARIES)

38 mm DEEP

CHAIRS

(RETAIN)

(RETAIN)

B

B

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)

50 mm

300

MINFULL DEPTH OF

CONC PAVEMENT

300

MIN

50

NOTES

DETAIL FOR REMOVAL OF FAILED AREA

DETAIL FOR TYING STEEL PATCHES

DETAIL FOR REPLACEMENT OF FAILED AREAS

SECTION "BB"

REINF BARS

RETAIN REINF STEEL

CONC PATCH CONC PATCH

REINF BARS

REINF BARS

REINF BARS

CONC SHOULDER

1.8 m MIN

1.8 m MIN

1.8 m MIN

SECTION "CC"

REQD 200 mm CONCRETE PAVEMENT

REQD

REQD SAW CUT

REQD

REQD SAW CUT

FU

LL

LA

NE

WI

DT

H

SHLD

IN PLACE BITUMINOUS

EDGE OF PVMT

IN PLACE REINF STEEL

(RETAIN SPACING VARIES - SEE SHEET____

REQD NO 20 TIE BAR SPACED

750 mm OC - 750 mm LONG

EDGE OF PVMT

SHLD

IN PLACE BITUMINOUS

REQD SAW CUT

REMOVE CONC PVMT

IN PLACE SUBBASE

IN PLACE BASE

IN PLACE CONTINOUS REINF

FU

LL

LA

NE

WI

DT

H

C

C

EDGE OF PVMT EDGE OF PVMT

IN PLACE CONC SHLD IN PLACE CONC SHLD

REQD STEEL

PLAN VIEW NO 2

REQD SUPPORTIN PLACE BASE

IN PLACE STEEL

IN PLACE STEEL

REQD REINF BARS

REQD REINF

REQD EPOXY

REQD FULL DEPTH

IN PLACE

IN PLACE CONC PVMT

REQD NO 20

750 mm OC

REQD DRILL

SHOULDER

BITUMINOUS

IN PLACE REINF BARS

REQD EPOXY SURFACE

IN PLACE BASE

IN PLACE (RETAIN)

REQD GRINDING

REINF BARS

IN PLACE SUBBASE

IN PLACE REINF BARS

IN PLACE CONTINUOUS REINF

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

25 mm 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 0.2 mm 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 50 mm

FILLED WITH CONCRETE AND POURED MONOLITHIC WITH THE

IS LESS THAN 50 mm 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 32 kN.

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

LESS THAN 150 mm FROM THE NEAREST TIGHT CRACK.

THE NEAREST REMAINING TIGHT CRACK BUT IN NO CASE

4. THE REPAIRED JOINT SHOULD DESIRABLY BE 450 mm 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 6.7 kg 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 METER.

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

(RETAIN) SPACING VARIES-SEE SHEET______

REQD NO 20 TIE BAR SPACED

750 mm OC - 750 mm LONG

PLAN VIEW NO 1

600 mm TIED STEEL

600 mm TIED STEEL 600 mm TIED STEEL

600 mm TIED STEEL

600 mm MIN 600 mm MIN

#15 BAR

450 mm MIN

#15 BAR

450 mm MIN

#20 BAR

525 mm MIN

#20 BAR

525 mm MIN

600 mm (TIED STEEL)

IN PLACE REINF STEEL

TIE BAR SPACED

600 mm TIED STEEL

450 mm TIED STEEL

CONCRETE PAVEMENT REPLACEMENT

DETAILS FOR CONTINUOUS REINFORCED

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

Removed welding of reinforcing1.

L.V.S.

12-08-89 CRCP-453 117

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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



MARK

LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



DOWEL DIAMETER

DOWEL LENGTH

THICKNESS OF EXPANSION MATERIAL

W

C

L

S

S-1

T

D

B

E



MARK

LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



DOWEL DIAMETER

DOWEL LENGTH

W

C

L

S

S-1

T

D

B



MARK

LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



DOWEL DIAMETER

DOWEL LENGTH

W

C

L

S

S-1

T

D

B

75

75

75WIRE CHAIRS

EXPANSION TUBES

75

C

WIRE STOP

WIRE CHAIR

WELD

WELDED TO CHAIR

WIRE SPACERS

T

B

E

7575 FRAIL SPACER DENTS

WIRE STOP

OF WEAKNESS

FLATTENED PLANE

75

300

B

75

WELD

STOP

WIRE

DOWELC

SECTION

CONTRACTION JOINT ASSEMBLY

SECTION

EXPANSION JOINT ASSEMBLY

PLAN

75

W

L 75

C75

T

SE

E

TA

BL

E

OF PAV'T

3.45 m

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

CROSS WIRES, ASSEMBLE IN FIELD

EXP MATERIAL

3.6 m 4.5 m

3.6 m 4.2 m 4.5 m

3.6 m 4.2 m 4.5 m

3.6 m 4.2 m 4.5 m

C

300

S1S1

CONTR. JT. (DEPTH T/3)

BASE

DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORTATION)

BASE

* PRECOATED DOWELS MAY BE USED

DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPARTMENT OF TRANSPORTATION)

SE

E

TA

BL

E

+/- ‚

"

T/2

T/2

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,

4.2 m

3.45 m 4.05 m 4.35 m

75 75 75

75 75 75

41 41 41

450 450 450

3.45 m 4.05 m 4.35 m

75 75 75

75 75 75

250 250 250

32 32 32

450 450 450

3.45 m 4.05 m 4.35 m

75 75 75

75 75 75

41 41 41

450 450 450

25 25 25

EXPANSION ASSEMBLY FOR 250 mm CONCRETE PAVEMENT

3.45 m 4.05 m 4.35 m

75 75 75

75 75 75

250 250 250

32 32 32

450 450 450

25 25 25

300 300 300

325 325 325

300 300 300

300 300

150 mm +/- 25 mm150 mm +/- 25 mm

ALTERNATE EACH SIDE OF SPACE

HOLD DOWN STAKES 300 mm (MIN.) LENGTH

TO TOP WIRES

ASSEMBLE IN FIELD

TIE WIRE 600 mm O.C.

138 mm +/- 25 mm 138 mm +/- 25 mm 32

125

+/- 6

mm

300 mm (MIN) LENGTH

HOLD DOWN STAKE

CONTRACTION ASSEMBLY FOR 325 mm CONCRETE PAVEMENT

WIRE STOPS 75 mm LONG

125 mm LONG

WIRE STOPS

S - 300 mm DOWEL SPACING

S = 300 mm C. TO C.

300 mmS -

150

ASSEMBLED IN FIELD TO TOP WIRES.

CROSS WIRES - 600 mm CENTERS

BETWEEN ENDS - ASSEMBLED IN FIELD TO BOTTOM WIRES.

CROSS WIRES - AT EACH END AND AT 600 mm CENTERS


325 325 325

300 300 300


*

*

GENERAL NOTES

SUPPORT WIRES WELDED TO CHAIRS

TOP AND BOTTOM SPACER 3.45 m LONG WITH

150

EXPANSION CHAMBER

TABLES) FOR DIAM. AND LGTH.

SMOOTH SLIP DOWELS (SEE

*

*

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 6 mm PER 300 mm 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 4.2 m. AND 4.5 m UNIT.

STAKES 5 EACH SIDE

3.6 m UNIT.

4 EACH SIDE FOR

WIRE HOLD DOWN STAKES

FOR 250 mm & 325 mm THICK SLABS

FOR CONCRETE PAVEMENT

DOWEL SUPPORT ASSEMBLY

by J.F.T.

numbering and Note No. 2 on 09-10-04

325 mm slab chart & added Note

Replaced 225 mm thick slab with2.

by J.F.T.


04-04-77 DSA-450 (SHEET 1 OF 3) 127

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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

75

300

T

E

D

75

L 75

T

300

75

75

W

B

T

T/2

75D

T

300

75

L75

W

300

75

75

75

WELD ALTERNATE DOWELS TO CHAIR ASSEMBLY AND SPACERS

WIRE CLIPS

DIMENSION DESIRED MARK DIMENSION DIMENSION DIMENSION


LENGTH OF UNIT

CLEARANCE

DOWEL SPACING

DOWEL SPACING-END OF UNIT


DOWEL DIAMETER

DOWEL LENGTH

W

L

C

S

S-1

T

D

B



LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



DOWEL DIAMETER

DOWEL LENGTH

W

L

C

S

S-1

T

D

B



LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



DOWEL DIAMETER

DOWEL LENGTH

W

L

C

S

S-1

T

D

B



LENGTH OF UNIT

CLEARANCE

DOWEL SPACING



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

3.6 m 4.2 m 4.5 m

4.2 m 4.5 m

3.6 m 4.2 m 4.5 m

3.6 m 4.2 m 4.5 m

*

*

*

*

* PRECOATED DOWELS MAY BE USED

T/2

T/2

T/2

EXPANSION SLEEVES ON ALTERNATE DOWELS

25

450

32

250

75

300

75

3.45 m 4.05 m

75 75

300 300

75 75

250 250

32 32

450 450

25 25

25

450

41

325

75

300

75

3.45 m 4.05 m 4.35 m



450 250 250

32 32 32

250 250 250

75 75 75

300 300 300

75 75 75

3.45 m 4.05 m 4.35 m

3.6 m

450 450 450

41 41 41

325 325 325

757575

300 300 300

757575

3.45 m 4.05 m 4.35 m



25 25

450 450

41 41

325 325

7575

75 75

300300

4.35 m

150

(300 mm MINIMUM LENGTH)

+/- 6

mm

25 mm MIN.

B/2 +/- 25 mm

STAKES (MIN OF 6 PER 3.6 m UNIT)

STAKES (MIN OF 7 PER 4.2 m & 4.5 m UNITS)

150150

S = 300 mm C. TO C.

+/- 6

mm

150

B/2 +/- 25 mm

STAKES (MIN OF 6 PER 3.6 m UNIT)

STAKES (MIN OF 7 PER 4.2 m & 4.5 m UNITS)

+/- 6

mm

50 mm MIN.

+/- 6

mm

150

S = 300 mm C. TO C.

150

50 mm MIN.100

175

(300 mm MINIMUM LENGTH)

DOWEL COATING (CURRENT SPECIFICATIONS AL. DEPT. OF TRANSPORTATION)



B


THICK SLABS

PAVEMENT FOR 250 mm & 325 mm

DOWEL SUPPORT ASSEMBLY FOR CONCRETE

325 mm slab chart 09-10-04 by J.F.T.


by J.F.T.


04-04-77 DSA-450 (SHEET 2 OF 3) 128

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

SHEET METAL

CHANNEL

RESISTANCE WELD

EXPANSION MATERIAL

SECTION "AA"

T

D

E

EXPANSION ASSEMBLY

SEE GENERAL NOTES, SHEET DSA-450(1 OF 3)

PLANNOTE:

THE SIZE OF WIRES PROPOSED FOR USE IN CONSTRUCTION OF CHAIRS, SPACERS,

WELD

RESISTANCE

ED

GE

OF

PA

VE

ME

NT

SPACERS CHAIRS

300

75 75

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.

300 300

75

75

300

75

75

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

300

75 75

SP

AC

ER

S DOWELS

CHAIR

ASSEMBLY

"B"

"B"

L OF PAVEMENTC

75

75

300

75

75

300

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


DOWEL SPACING

CLEARANCE

LENGTH OF UNIT

DIMENSIONDIMENSIONDIMENSIONMARKDIMENSION DESIRED

DOWEL LENGTH

DOWEL DIAMETER


DOWEL SPACING

CLEARANCE

LENGTH OF UNIT

DIMENSIONDIMENSIONDIMENSIONMARKDIMENSION DESIRED


LENGTH OF UNIT

CLEARANCE

DOWEL SPACING


DOWEL DIAMETER

DOWEL LENGTH


LENGTH OF UNIT

CLEARANCE

DOWEL SPACING


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

DOWEL COATING (CURRENT SPECIFICATIONS ALABAMA DEPT. OF TRANSPORTATION)




S




SECTION "BB"

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.






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

3.6 m 4.2 m 4.5 m

4.2 m 4.8 m

3.6 m 4.2 m 4.5 m

3.6 m 4.2 m 4.5 m

*

*

*

*

* PRECOATED DOWELS MAY BE USED.

T/2

T/2

25 25 25

450 450 450

32 32 32

250 250 250

75 75 75

300 300 300

75 75 75

25 25 25

450 450 450

325 325 325

75 75 75

300 300 300

757575

3.45 m 4.05 m 4.35 m

41 41 41

3.45 m 4.05 m 4.35 m

450 450 450

250 250 250

75 75

300 300 300

75 75 75

32 32 32

75

3.45 m 4.05 m 4.35

3.6 m



450 450 450

41 41 41

325325325

75 75 75

300 300 300

75 75 75

3.45 m 4.05 m 4.35 m



150

DOWEL SPACING-S (300 mm C. TO C.)

MIN. LENGTH

4.2 m & 4.5 m UNITS) 300 mm

(6 PER 3.6 m UNIT, 7 PER

+/- 6

mm

150

+/- 6

mm

S = 300 mm C. TO C.

150

150

+/- 6

mm

150

25 mm MIN

STAKES (30 mm MIN. LENGTH)

6 PER 3.6 m UNIT, 7 PER

4.2 m & 4.5 m UNIT

+/- 25 mm

B/2

+/- 6

mm

CONTRACTION JT. (DEPTH T/3)

B/2 +/- 25 mm

FOR 250 mm & 325 mm THICK SLABS

FOR CONCRETE PAVEMENT

DOWEL SUPPORT ASSEMBLY

by J.F.T.

325 mm slab chart on 09-10-04


by J.F.T.


04-04-77 DSA-450 (SHEET 3 OF 3) 129

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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


CL

LONGITUDINAL JOINT

SEALJOINT SEAL

TRANSVERSE CONTRACTION

LC

JOINT SEAL

TRANSVERSE EXPANSION

LC

BACKER ROD

EXISTING

CONCRETE

SLIP DOWEL

SEE SCHEDULE

REQUIRED

SAWING


TRAVEL SURFACE

EDGE OF PAVEMENT

JOINT SEAL

CRACK SEAL CRACK SEAL

WITH SPALL REPAIR

25

D/8

VA

RI

ESVA

RI

ES

O.C. RETAIN

D

13

13

13

(RETAIN)

8 mm MIN. OR AS REQ'D TO

6

mm

RE

CE

SS

8 mm MIN. OR AS REQ'D. TO

6

mm

RE

CE

SS

25 mm MIN. OR AS REQUIRED TO

6

mm

RE

CE

SS

REDWOOD

19 mm TO 25 mm

450 mm LONG, 300 mm

8 mm MIN. OR AS REQUIRED 8 mm MIN. OR AS REQUIRED

13 mm + 13 mm +25

OR LESS

SPALL AREA 1935 mm 2

JOINT MATERIALS. CLEAN AND RECEIVE THE REQUIRED SEAL.

DUE TO THE CONDITION OF THE EXISTING JOINT.

GENERAL NOTES

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:

SEAL MATERIAL. LARGER SPALLS SHALL GENERALLY REQUIRE SLAB REMOVAL.

SPALL AREA 1935 SQ. MILLIMETERS OR LESS SHALL BE CLEANED AND FILLED WITH THE JOINT

ON PAVEMENT REHABILITATION PROJECTS, WHEN THE DEPTH OF THE LONGITUDINAL

SCHEDULE FOR SHAPE FACTOR

WIDTH OF NEW

SAWED JOINT

DIAMETER OF

BACKER ROD

DEPTH OF BACKER

ROD BELOW SURFACE

THICKNESS OF SEAL

@ C OF JOINTL

8 mm

10 mm

13 mm

19 mm

25 mm

32 mm

38 mm

45 mm 50 mm

41 mm

38 mm

32 mm

32 mm

16 mm

13 mm

10 mm

19 mm

19 mm

19 mm

19 mm

16 mm

13 mm

13 mm

13 mm 6 mm

6 mm

6 mm

10 mm

13 mm

13 mm

13 mm

13 mm

COLD POURED

JOINT SEALANTCOLD POURED

JOINT SEALANT COLD 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.

JOINT EXCEEDS 22 mm THE DETAILS SHOWN FOR TRANSVERSE JOINTS MAY BE USED.

by J.F.T.

2. Deleted partial depth spall repairs

& changed spall repair note and

by W.W.A.

sheet description on 05-20-05

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.


09-25-90 JC-454 (SHEET 1 OF 2) 133

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

CONCRETE

EXISTING

EXISTING JOINT

REQUIRED SAWING

CL

CONCRETE

EXISTING

EXISTING CRACK

REQUIRED ROUTING

CONCRETE

EXISTING

CL

D/8

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

19

NOTES:

VARIES

SMOOTH DOWEL FOR TRANSVERSE CONTRACTION JOINT

VARIES

VARIES

VARIES ROUTER

TO ACCOM.

AND BITUMINOUS SHLD.

JOINT AT CONC. PAV'T.

(RETAIN)

EXISTING CRACK

ROUTING

REQUIRED

13

ROUTER

TO ACCOM

CL

CONCRETE

EXISTING

D/8

SAWING

REQUIRED

EXPANSION JOINT

LONGITUDINAL OR

TRANSVERSE CONTRACTION

WITH SPALL REPAIR

TRANSVERSE JOINT SEAL

JOINT MAT'L

AS REQUIRED TO REMOVE

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

49 kg/

m )

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

49 kg/

m )

RE

Q'

D.

BI

TU

MI

NO

US

OV

ER

LA

Y (

AP

PR

OX.

49 kg/

m )

OR DEFORMED TIE BAR FOR LONGITUDINAL JOINT (RETAIN)

REQUIRED SAWING

D

D

SPALL REMOVE

SPALL REMOVE

.8

mm

MI

N. - 1.6

mm

MA

X.

25 - 50 13 mm MIN.

25 - 50

.8

mm

MI

N. - 1.6

mm

MA

X.

19

TO CLEAN CRACK

8 mm MIN. OR AS REQUIRED

.8

mm

MI

N. - 1.6

mm

MA

X.

CONCRETE

EXISTING

49 kg/

m )

19

mm

MIN.

.8

mm

MI

N. - 1.6

mm

MA

X.

EXPANSION JOINT ONLY (RETAIN)

19 mm - 25 mm REDWOOD @

49 kg/

m )

19

mm

MI

N.

25 - 50

.8

mm

MI

N. - 1.6

mm

MA

X.

TO REMOVE JOINT MAT'L.


25 - 50

.8

mm

MI

N. - 1.6

mm

MA

X.

19

mm

MI

N.

O.C. (RETAIN)

450 mm LONG 300 mm

32 mm SLIP DOWEL

O.C. RETAIN

450 mm LONG 300 mm

32 mm SLIP DOWEL

19 mm -25 mm REDWOOD

2

2

22

2

2

TO REMOVE JOINT MAT'L.


49 kg /

m )

TO CLEAN CRACK


WITH SPALL REPAIR

CRACK SEAL

SEAL MATERIAL. LARGER SPALLS SHALL GENERALLY REQUIRE SLAB REMOVAL.

2. SPALL REPAIR; AREAS 1935 SQ. MILLIMETERS 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

OR LESS

1935 sq mm

SPALL AREA2

OR LESS

1935 sq. mm

SPALL AREA2

JOINT SEALANT

HOT POURED

JOINT SEALANT

HOT POURED

JOINT SEALANT

HOT POURED

JOINT SEALANT

HOT POURED

JOINT SEALANT

HOT POURED

JOINT SEALANT

HOT POURED

BITUMINOUS OVERLAY

AND CRACK SEAL w/APPROX. 25 mm

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.

134JC-454 (SHEET 2 OF 2)01-07-86

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

CONCRETE REMOVAL: LIMITS OF CONCRETE REMOVAL SHALL BE SAWED

TO PRESENT A UNIFORM BREAK WITH REMAINING CONCRETE. PAVEMENT

450

75 75

75

115

75

300

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

REQ'D BOND BREAKER

SPACED75

TAMPED TRENCH BOTTOM

RETAINING LUG

BRIDGE

END

SLAB

CONCRETE

PAVEMENT

OUTSIDE SHOULDER

PAVEMENT WIDTH

SHLDR

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:

THE WIDTH OF PAVEMENT MAY VARY THROUGHOUT THE PROJECT LIMITS

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

SPECIAL DWG PU-606)

115

APPROX

SHLDR

BARS B #19

LIMITS OF CONC

0

BARS A #19

BARS D #16

1

NOTES

BARS A #19

BARS B #19

BARS A #19

BARS B1

AND TYPE "A" OUTLET

BARS D #16LIMITS OF RETAINING LUG 2.5 m

LIMITS OF PAVEMENT REMOVAL 2.8 m

1.75 m

M20 DEFORMED HOOK BOLTS

THREADED FOR M20 BOLT

THE M16 DEFORMED HOOK BOLT SHALL BE 400 MPa

THE INSTALLATION OF THE PAVEMENT AND PAV'T. RETAINING

REQ'D. BITM. CONC.

15

REMOVAL SHALL NOT EXCEED 4.0 m IN WIDTH.

A 3 mm THICK GALVANIZED STEEL PLATE OR APPROVED

THIS DRAWING REFLECTS 7.2 m WIDTH OF PAVEMENT.100 mm o NON

3.0 m

100 mm o PERFORATED

1.2 m

100 mm o UNDERDRAIN PIPE

1050

100 mm o

450

850

@ 300 mm O.C.

300 mm O.C.

@ 150 mm O.C.

BARS B #19 @

@ 300 mm O.C.

BARS C #16 @ 300 mm O.C.

BAR 450 mm LONG

M16 HOOK BOLT

90

@ 300 mm O.C.

BARS B1 #19

150900

300

225

300 mm O.C.

BARS C #16 @

1050

600

300

30 mm MALLEABLE IRON SLEEVE

750 mm TIE BAR 300

900

200

297

15

300

1290

925

1925

1575

3450

3450

900

BARS C #16 @ 300 mm O.C.

150

2800

1750

BAR 450 mm LONG @ 300 mm O.C.@ 300 mm O.C.

BARS B1 #19

@ 300 mm O.C.

@ 300 mm O.C.

@ 150 mm O.C.

@ 300 mm O.C.

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

100 mm NON-PERFORATED

EXISTING CONCRETE PAVEMENT

PAVEMENT RETAINING LUG FOR

04-27-93 LUG-453 138

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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

RETAINING LUG SHALL BE PAID UNDER ITEM NUMBERS 416-B,

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.

925

BARS A

300

900

UNDERDRAIN

SHLDRSHL

PAVEMENT WIDTH

C L

BRIDGE

END

SLAB

CONCRETE

PAVEMENT

OUTSIDE SHOULDER

PIPE

(BRIDGE END SLAB)

150

850

300

225

600

300 850

D

TRANSVERSE

CONTRACTION

JOINT

CONCRETE

FILTER MATERIAL

COMPACTED AS DIRECTED

BY THE ENGINEER (SEE

SPECIAL DWG PU-606)

ELEVATION TAMPED TRENCH BOTTOM

BITUMINOUS CONCRETE

CONCRETE SHOULDER

ELEVATION

SLOPE PAVED OUTLET

TYPE 'A'

PLAN

BARS D #16

SPACED

300 O.C.

UNDERDRAIN PIPE

CONCRETE PAVEMENT

1 % MINIMUM

PLAN

STEEL REINFORCEMENT SCHEDULE

CONCRETE PAVEMENT CONCRETE SHOULDER

END PAVEMENT

RETAINING LUG

BRIDGE END SLAB

REINFORCEMENT

LONGITUDINAL

JOINT

BRIDGE END SLAB

150

750

*

*

REQ'D BOND BREAKER

D/2

200

PAV'T

450

75

75

300

BITUMINOUS CONC

150 mm WIDE

038 mm DOWEL

450 mm LONG 300 mm O.C.

BARS B1 #19 @ 300 mm O.C.

BARS B #19 @ 150 mm O.C.

APPROX

BARS C #16 @ 300 mm O.C

BARS C #16 @ 300 mm O.C.

BARS A #19 @

300 mm O.C.

100 mm PERFORATED0

BARS B1 #19 @ 300 mm O.C. 38 mm DOWEL0

450 mm LONG 300 mm O.C.

BARS C #16 @ 300 mm O.C.

1. BOND BREAKER: A 3 mm THICK GALVANIZED STEEL PLATE

100 mm UNDERDRAIN0

100 mm PERFORATED UNDERDRAIN0

75 mm CL

0100 mm NON-PERFORATED

1.2 m3.0 m

1.925 m

1.425 m

1.05 m

LIMITS OF RETAINING LUG 2.5 m

1.75 m

1.29

m

1.75

m 2.5

m

FOR NEW CONCRETE PAVEMENT


03-30-89 LUG-453-N 139

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

TYPICAL HOLE PATTERN

INSTRUMENT SUPPORT BASE

LONGITUDINAL JOINT

MOVABLE ARM

INSTRUMENT SUPPORT BASEHOLE BEING GROUTED

DIAL INDICATOR

DIAL INDICATOR

DIAL INDICATOR

EDGE OF PAVEMENT

SHOULDER

SHOULDER

EDGE OF PAVEMENT

TRANSVERSE CONTRACTION JOINTSTRANSVERSE CONTRACTION JOINTS

ON THE ADJACENT SHOULDER TO THE SLAB BEING GROUTED.

(1)

(2)

(3)

SH

OU

LD

ER

CO

NC

RE

TE

TR

AV

EL

WA

YS

HO

UL

DE

R

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

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

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

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

GENERAL NOTES

WITHIN 900 mm RADIUS OF, AND ON THE SAME SLAB AS, THE HOLE BEING GROUTED.

ADJ S

LAB

ON AN ADJUSTMENT SLAB WHEN THAT SLAB IS WITHIN 1500 mm OF THE HOLE BEING GROUTED.

900 mm R

6.0 m 6.0 m 6.0 m 6.0 m

1.5 m MIN 1.5 m

1.5

m R

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

GUIDE FOR GAUGING CONCRETE

10-22-82 PG-453 144

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

CONSTRUCTION NOTE:

IN ORDER TO MAINTAIN THE WIDE FLANGE BEAM AT THE PROPER ELEVATION IN THE SLEEPER SLAB THE

CONTRACTOR SHALL TACK-WELD END OF THE BEAM TO PAVING FORMS THAT HAVE BEEN PREVIOUSLY

SET ON BAR SUPPORTS AND THE CONCRETE POURED. IF SLIP FORM PAVER IS USED DO NOT TACK WELD "H"

BEAM TO PAVING FORMS AS MENTIONED ABOVE. THE CONTRACTOR SHALL ANCHOR "H" BEAM IN A SECURE AND

APPROVED MANNER OVER THE SLEEPER SLAB VOID TO THE CORRECT ALIGNMENT AND GRADE. CONCRETE

FOR SLEEPER SHALL THEN BE POURED AND SURFACE FINISHED AS SHOWN BY SECTION "YY" ABOVE. WHEN

THE SLEEPER SLAB IS THOROUGHLY SET, ALL FASTENINGS AND SUPPORTS FOR THE BEAM THAT WOULD

INTERFERE WITH THE PAVER SHALL BE REMOVED.

NOTE:

NOTE: DIAPHRAGMS MAY BE

STEEL DIAPHRAGM WELDED

WELDED IN PLACE AFTER

PAVEMENT IS POURED.

OF STEEL PLATE 6 mm THICK

WELDED TO END OF BEAM.

NOTE: DIAPHRAGM CONSTRUCTED

9 STEEL BAR SUPPORT UNDER EVERY

THIRD TRANSVERSE BAR

36 NO. 19 LONGITUDINAL BARS SPACED

FOR REINFORCEMENT OF EXP SYSTEM SLABS

(LONGITUDINAL AND TRANSVERSE STEEL BARS

SHALL BE BILLET STEEL BARS FOR CONCRETE

REINFORCEMENT AASHTO M31, ASTM A615,

NOTE: LONGITUDINAL STEEL EQUALS

EXPANSION JOINT

LONGITUDINAL CENTER JOINT

BAR SUPPORT

TOP OF LG STEEL

PART PLAN SHOWING REINFORCEMENT

END VIEW "ZZ" SIDE VIEW

C OF BARS L

ELASTOMERIC SEAL OR

OR APPROVED SEAL INSERT

TOLERANCE IN BAR SUPPORTS HEIGHT

AS SHOWN WITHIN 3 mm+-

STEEL CLEARANCE

NOTE: BAR SUPPORTS TO BE APPROVED

BY THE ENGINEER.

STEEL REINFORCEMENT

(SEE SECTION "YY" ABOVE)

SKETCH SHOWING CONSTRUCTION OF SLEEPER

SLAB TERMINAL JOINT READY FOR POURING

EXPANSION SYSTEM SLABS.

STEEL DIAPHRAGM WELDED

TO EACH END OF BEAM

SLAB

CONTINUOUSLY REINFORCED

CONCRETE PAVEMENT

CONCRETE SLEEPER

SLAB

W 310 x 86

APPROVED BAR SUPPORTS

OTHER TYPES MAY BE USED IF APPROVED

OPEN TOP WIRE SHEET METAL

(MIN)

SHEET METAL W/CLAMP TOP

(MIN)

REINFORCED CEMENT CONCRETE PAVEMENT (200 mm THICK) (CONTINUOUSLY REINFORCED)

INCLUDED IN BID PRICE FOR REINFORCED CONCRETE PAVEMENT.

CONCRETE SLEEPER SLAB - H BEAM JOINTS DETAILED ON DRAWING SHALL BE

THE LOCATION OF SLEEPER SLAB WILL BE SHOWN ON THE PLANS.

DOWELS(SEE APPROPRIATE

DRAWING FOR JOINT DETAIL)

EXPANSION JOINT

EXPANSION JOINTDEPTH OF

BRIDGE END

SLAB

TAPER AND THICKENED END REQUIRED WHEN EXPANSION

BEGIN BRIDGE END SLAB OR

END OF EXPANSION SYSTEM

CONVENTIONAL TYPE PAV'T

SECTION "YY" THROUGH SLEEPER SLAB JOINT AND EXPANSION SYSTEM

NOTE: NO FORMS WILL BE

REQUIRED FOR SLEEPER SLAB

DETAILED ON SPECIAL DRAWINGS.

NOTE: REQUIRE A SHEET OF POLYETHYLENE PLASTIC

SLAB AND FACES OF "H" BEAM TO PREVENT BONDING

TROWEL FINISH.

SLAB SURFACE AS SMOOTH AS POSSIBLE WITH STEEL

OF HIGHWAY SLAB TO SLEEPER. FINISH SLEEPER

FLANGES TO ELIMINATE INFILTRATION.

W 310 x 86 *

CONCRETE PAVEMENT SHAPE TO CONFORM TO

CROWN OF PAVEMENT

LONGITUDINAL CONTRACTION JOINT

EXP JOINT EXP JOINT EXP JOINT

C OF SLEEPER SLABL

EXPANSION SYSTEM (36.45 m)

SLEEPER

SLAB

"Z" "Z"

"X"

"X"

"Y"

CONVENTIONAL TYPE PAVEMENT

BEGIN BRIDGE END SLAB OR

NOTE:

"Y"

250

160

80 80 310

225 7

5

203

228

EX

PA

NSI

ON

SY

S

BOTTOM OF SLAB

130

EX

P

NO

RM

AL

105

PA

V'

T

SL

AB

BARSUPPORT

75

200

PA

V'

T

66

TOP OF SLAB

19

NOTE:

300

500

200

110

200

SLAB TO DEPTH OF 110

W.F. BEAM IMBEDDED IN SLEEPER

200

105

310

58

110

300

58

200

110

190

75 mm CL

C OF BARSL

230

75

75

57

52

47

43 38

19

33

24

29

28

24

33

19

38 43 4

7 50

52

50

47

43

19

38

24

33

29

28

33

24

38

19

43

47

52

57

300300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300

TOP OF BEAM

PARABOLIC CROWN

200

300

200

110

190

200

310

90

200

225

CL

225

900 450

NOTE: SLEEPER SLAB JOINT AND EXPANSION SYSTEM WILL BE

USED AT LOCATIONS SHOWN ON THE PAVING PLANS.

D/3

100100

CL

CL

NOTE: THIS SIDE OF SLEEPER SLAB FINISHED ROUGHER

(NO PLASTIC FILM ON THIS SIDE OF SLEEPER SLAB)

LC

CL

310

110

TYP

"Z"

"Z"

25 mm MIN

300

500

100

NOTE TO CONTRACTOR: REINFORCEMENT AS

50

mm

CL

38 mm CL

1.5 m

NO. 13 BARS 7125 mm LONG @

APPROX 150 mm O.C.(21 REQUIRED)

3.0 m

1.5 m

NO. 13 BARS 2925 mm LONG @

0.85 mm THICK #13 WIRE 0.85 mm (MIN) THICK

(INCLUDES EXPANSION SYSTEM SLABS 225 mm THICK) PER SQUARE METER

NO

RM

AL

PA

V'

T

13

NO. 19 BARS

200 mm O.C.

16 mm x 16 mm PREFORMED

0.5 mm PLASTIC STRIP

30

10

VERT

VERT

50 mm 13 mm

NOTE: SEAL 25 mm JOINTS ALONG EDGES OF BEAM

12.15 m SLAB

3.0 m x 7.2 m x 0.3 m CONCRETE SLEEPER SLAB

3.0 m MIN

38 mm CL

EXPANSION SYSTEM 36.45 m LONG

12.15 m SLAB 12.15 m SLAB

SYSTEM ABUTS PAVEMENT THICKER THAN 225 mm

W 310 x 86 BEAM * SHALL BE BENT TO CONFORM TO SLOPE OF PAV'T

BY METHODS APPROVED BY ALDOT SEE SLOPE ORDINATES AT LEFT.

STRAIGHT SLOPE 1.5%

3.6 m

7.2 m

1.2 m PARABOLIC CROWN

6

6

3.6 m

STRAIGHT SLOPE 1.5%

FILM 0.2 mm IN THICKNESS ON SLEEPER

APPROX 1.50 mm O.C.(41 REQUIRED)

SECTION "XX" AT 300 mm x 250 mm WF BEAM JOINT

PART TRANSVERSE SECTION

SHOWING LONGITUDINAL JOINT

AND STEEL PLACEMENT

NO. 13 BARS

TRANSVERSE SECTION SHOWING STEEL

PLACEMENT AT EDGE OF PAVEMENT SLAB

SLEEPER

CONCRETE

TO END OF BEAM (TO

ELIMINATE INFILTRATION)

SLEEPER SLAB

7.2 m x 3.0 m x 0.3 m

FIT WEB AREA

25 mm THICK CUT TO

PIECE OF STYROFOAM

200 mm CONTINUOUSLY REINFORCED CEMENT CONC PAV'T

1.2 m

3.6 m12 SPACES @ 300 mm = 3.6 m

5 10

14

510

14

14

10

7 5 7 10

14

(SLOPE 1.5%)

PLACED TO PROPER GRADE OF PAVEMENT. THE REINFORCING STEEL SHALL BE PLACED UNDER THE BEAM, TIED,

CONTINUOUS REINF CEMENT

7.2

m

W 310 x 86

12.15 m 12.15 m 12.15 m

7.2

m

PLAN VIEW OF RESTRAINING JOINT AND EXPANSION SYSTEM

PREFORMED ELASTOMERIC SEAL

JOINT SEALED WITH 16 mm x 16 mm

10 mm x 32 mm SAWED GROOVE, LONGITUDINAL

12.15

m

SL

AB

7.2 m

+13 mm

APPROXIMATELY 200 mm O.C. (USE 12 m

BARS) PLACE TOP BARS 66 mm ± 13 mm

BELOW TOP OF CONCRETE SLAB.

NO. 13 TRANSVERSE BARS SPACED 450 mm

O.C. BARS 7.05 m + 25 mm/-0 mm

(300 MPa OR 400 MPa)

60% OF THE CROSS SECTION AREA.FOR 12.15 m SLABS (EXP SYS)

W 310 x 86 BEAM

USE HP 310 x 79 PILE

AS AN ALTERNATE FOR

3.0 m

@ 300 mm O.C.

75 mm

+13 mm

-0 mm75 mm

-0 mm

400 mm LONG

SLIP DOWELS

29 mm 0 SMOOTH

66 mm ± 13 mm BELOW TOP OF SLAB

BEAM HAS BEEN POSITIONED IN IT'S PERMANENT LOCATION.

THE STEEL DIAPHRAGMS WILL BE IN A TRUE VERTICAL PLANE WHEN

THE ENDS OF THE W.F. BEAM SHALL BE CUT IN SUCH MANNER THAT

CEMENT CONCRETE EXPANSION SYSTEM SLABS

CEMENT CONCRETE PAVEMENT AND 225 mm REINFORCED

BASIS OF PAYMENT FOR 200 mm CONTINUOUSLY REINFORCED

200

58

ACCORDANCE WITH ASTM A588.

FROM CORROSION RESISTANT STEEL, IN

NOTE: THE W 310 x 86 BEAM SHALL BE MADE*

*ORDINATES FOR SLOPES OF W 310 x 86 BEAM

TYPE PAVEMENTS

ABUTS BRIDGE STRUCTURES OR JOINS CONVENTIONAL

CONTINOUSLY REINFORCED CEMENT CONC PAVEMENT

JOINT FOR USE AS TERMINAL JOINT WHERE 200 mm

DETAIL OF SLEEPER SLAB RESTRAINING CONTRACTION

03-25-77 SSJ-450 184

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

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