bridge end slab typical transverse section, …alletting.dot.state.al.us/docs/standard_drawings/2017...

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" 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 TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

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

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

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

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

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

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

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 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


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







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.


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

ME

DI

AN

OR

LE

FT

SI

DE

20'-0"

20'-0"


(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 TIED

SO 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

LEARANCE

2" CLEARANCE

2" CLEARANCE

2" C

LEAREANCE

3" BITUMINOUS PVMT OVERLAY

2" CLEARANCE

AT 6" OC

BARS "A" NO 6

PVMT OVERLAY

2" CLEARANCE







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.


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

PAVING SEAT

DETAIL OF PAVING SEAT

BRIDGE

2"

3"


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


2 TRAFFIC LANES (NO.4 BARS AT 15" 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.


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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))



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.


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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)


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)


•"+

REINFORCEMENTREINFORCEMENT

D

D/2

2"

1"

NEW SLAB

EPOXY OR ENCAPSULATED ANCHOR (OLD SLAB)

END SLAB IS WIDENED

LONGITUDINAL BUTT JOINT WHERE BRIDGE


(„" 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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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


@ JOINT DETAIL


@ JOINT DETAIL


@ 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.


EXCEEDS 6 FEET IN WIDTH

SLABS AT JOINTS WHERE DAMAGE

REMOVAL & REPLACEMENT OF DAMAGED


L.V.S

12-08-89 CPR-453 (SHEET 2 OF 3) 112

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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


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


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)


DOWEL BAR

SECTION-EE

LONGITUDINAL TIEBAR @ JOINT DETAIL

LONGITUDINAL TIEBAR DETAIL

SMOOTH DOWEL DETAIL TRANSVERSE DEFORMED

TIEBAR DETAIL

(SEE NOTE)


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


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


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.


L.V.S.

12-08-89 CPR-453 (SHEET 3 OF 3) 113

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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.


L.V.S.

12-08-89 CRCP-453 117

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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



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

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


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


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.


L.V.S.

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







--SPECIFICATIONS--

Bureau Std Engr:


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


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

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


18 IN 18 IN 18 IN

1† IN

13 IN 13 IN 13 IN

12 IN 12 IN 12 IN


18 IN 10 IN 10 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

13 IN

12 IN 12 IN 12 IN


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


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





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


2" MIN

1" MIN




slab chart on 09-10-04 by J.F.T.

Replaced 9" thick slab with 13"2.

by J.F.T.


L.V.S.

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







--SPECIFICATIONS--

Bureau Std Engr:


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


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

S




SECTION "BB"

CONTRACTION JT (DEPTH T/3)






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



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

13 IN

12 IN 12 IN 12 IN


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



3 IN 3 IN 3 IN

3 IN 3 IN 3 IN



3 IN 3 IN 3 IN

3 IN 3 IN 3 IN


14 FT 6 IN13 FT 6 IN

3 IN3 IN3 IN

11 FT 6 IN

3 IN3 IN3 IN

1 IN1 IN1 IN


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


S=12" CENTER TO CENTER




chart on 09-10-04 by J.F.T.

Replaced 9" thick slab with 13" slab2.

by J.F.T.


129L.V.S.

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

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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


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

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.


L.V.S.

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







--SPECIFICATIONS--

Bureau Std Engr:


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


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


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 TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


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.


L.V.S.

04-27-93 LUG-453 138

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

RETAINING LUG

VARIES

VARIES

BARS D

BARS C

BARS B1

BARS B

GENERAL NOTES

OR APPROVED EQUAL SHALL BE INSTALLED TO PREVENT

BONDING BETWEEN THE BRIDGE END SLAB AND THE PAVEMENT

RETAINING LUG.

2. PAYMENT:THE INSTALLATION OF THE PAVEMENT AND PAVEMENT

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

ABSORBED.

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

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

BARS A

UNDERDRAIN

SHLDRSHL

PAVEMENT WIDTH

C L

BRIDGE

END

SLAB

CONCRETE

PAVEMENT

OUTSIDE SHOULDER

PIPE

(BRIDGE END SLAB)

12"

D

TRANSVERSE

CONTRACTION

JOINT

CONCRETE

FILTER MATERIAL

COMPACTED AS DIRECTED

BY THE ENGINEER (SEE

ELEVATION TAMPED TRENCH BOTTOM

BITUMINOUS CONCRETE

CONCRETE SHOULDER

ELEVATION

SLOPE PAVED OUTLET

TYPE 'A'

PLAN

BARS D #5

SPACED

UNDERDRAIN PIPE

CONCRETE PAVEMENT

1 % MINIMUM

PLAN

STEEL REINFORCEMENT SCHEDULE

CONCRETE PAVEMENT CONCRETE SHOULDER

END PAVEMENT

RETAINING LUG

BRIDGE END SLAB

REINFORCEMENT

LONGITUDINAL

JOINT

BRIDGE END SLAB

*

*

REQD BOND BREAKER

D/2

3"

3"

0

BARS A #6 @

0

3'-6"

LIMITS OF RETAINING LUG 8'-4"

4'-3•"

5'-10" 8'-4"

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

4" NON-PERFORATED4" PERFORATED UNDERDRAIN

4' 10'

4" UNDERDRAIN

1'-0" 2'-10"

4" PERFORATED

2'-10"

1'-6"

2'-0"

0'-9"

6" 5'-10"

1•" DOWEL

6" WIDE

0'-8"

3'-0"

1'-0" 1'-0"

3'-1"

6'-5"

4'-9"

6"

2'-6"

1•" DOWEL

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

BITUMINOUS CONC

3" CLEARANCE

18" LONG 12" OC

BARS B1 #6 @ 12" OC

BARS C #5 @ 12" OC

BARS B #6 @ 6" OC

12" OC

APP12" OC

PVMT

BARS B1 #6@ 12" OC

BARS C #5 @ 12" OC

BARS C #5 @ 12" OC

18" LONG 12" OC

SPECIAL DRAWING PU-606)

FOR NEW CONCRETE PAVEMENT

PAVEMENT RETAINING LUG

by J.F.T.


L.V.S.

03-30-89 LUG-453-N 139

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

TYPICAL HOLE PATTERN

INSTRUMENT SUPPORT BASE

LONGITUDINAL JOINT

MOVABLE ARM

INSTRUMENT SUPPORT BASEHOLE BEING GROUTED

DIAL INDICATOR

DIAL INDICATOR

DIAL INDICATOR

EDGE OF PAVEMENT

SHOULDER

SHOULDER

EDGE OF PAVEMENT

TRANSVERSE CONTRACTION JOINTSTRANSVERSE CONTRACTION JOINTS

ON THE ADJACENT SHOULDER TO THE SLAB BEING GROUTED.

(1)

(2)

(3)

SH

OU

LD

ER

CO

NC

RE

TE

TR

AV

EL

WA

YS

HO

UL

DE

R

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

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

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

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

GENERAL NOTES

ADJ S

LAB

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

5' R

3' R

20' 20' 20' 20'

5' MIN 5' MIN

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

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

CONCRETE GROUTING OPERATIONS

PAVEMENT MOVEMENT DURING PRESSURE

GUIDE FOR GAUGING CONCRETE

by J.F.T.


L.V.S.

10-22-82 PG-453 144

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

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.

WELDED TO END OF BEAM.

NOTE: DIAPHRAGM CONSTRUCTED

9 STEEL BAR SUPPORT UNDER EVERY

THIRD TRANSVERSE BAR

FOR REINFORCEMENT OF EXP SYSTEM SLABS

(LONGITUDINAL AND TRANSVERSE STEEL BARS

SHALL BE BILLET STEEL BARS FOR CONCRETE

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

+-

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

APPROVED BAR SUPPORTS

OTHER TYPES MAY BE USED IF APPROVED

OPEN TOP WIRE SHEET METAL

(MIN)

SHEET METAL W/CLAMP TOP

(MIN)

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

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.

CONCRETE PAVEMENT SHAPE TO CONFORM TO

CROWN OF PAVEMENT

LONGITUDINAL CONTRACTION JOINT

EXP JOINT EXP JOINT EXP JOINT

C OF SLEEPER SLABL

EXPANSION SYSTEM (121'-6")

SLEEPER

SLAB

"Z" "Z"

"X"

"X"

"Y"

CONVENTIONAL TYPE PAVEMENT

BEGIN BRIDGE END SLAB OR

*NOTE:

"Y"

10"

6•"

12‚

"

3"

EX

PA

NSI

ON

SY

S

BOTTOM OF SLAB

5„

"

EX

P

NO

RM

AL

4„

"

SL

AB

BARSUPPORT

3"

TOP OF SLAB

ƒ"

NOTE:

12"

4‚

"

WIDE FLANGE BEAM IMBEDDED IN

4‚"

12‚

"

4‚

"

12"

4‚

"

7ƒ

"

C OF BARSL

3"

3"

ƒ"

•"

•"

ƒ"

2"

2"

ƒ"

•"

•"

ƒ"

TOP OF BEAM

PARABOLIC CROWN

12"

4‚

"

7ƒ

"

12‚

"

CL

NOTE: SLEEPER SLAB JOINT AND EXPANSION SYSTEM WILL BE

USED AT LOCATIONS SHOWN ON THE PAVING PLANS.

D/3

CL

CL

NOTE: THIS SIDE OF SLEEPER SLAB FINISHED ROUGHER

(NO PLASTIC FILM ON THIS SIDE OF SLEEPER SLAB)

LC

CL

12‚

"

4‚

"

TYP

"Z"

"Z"

12"

NOTE TO CONTRACTOR: REINFORCEMENT AS

5'-0"

10'-0"

5'-0"

NO

RM

AL

PA

V'

T

•"

…"

VERT

VERT

40'-6" SLAB

EXPANSION SYSTEM 121'-6" LONG

40'-6" SLAB 40'-6" SLAB

BY METHODS APPROVED BY ALDOT SEE SLOPE ORDINATES AT LEFT.

12'-0"

24'-0"

4'-0" PARABOLIC CROWN

‚"

‚

12'-0"

PART TRANSVERSE SECTION

SHOWING LONGITUDINAL JOINT

AND STEEL PLACEMENT

TRANSVERSE SECTION SHOWING STEEL

PLACEMENT AT EDGE OF PAVEMENT SLAB

SLEEPER

CONCRETE

TO END OF BEAM (TO

ELIMINATE INFILTRATION)

4'-0"

12'-0"12 SPACES @ 1'-0" = 12'-0"

‰"

…"Œ" ‰"…"Œ"

Œ"

…"

‚"

‰"

‚"

…"

Œ"

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

CONTINUOUS REINF CEMENT

24'-0"

PLAN VIEW OF RESTRAINING JOINT AND EXPANSION SYSTEM

PREFORMED ELASTOMERIC SEAL

40'-6"

SL

AB

24'-0"

BELOW TOP OF CONCRETE SLAB.

60% OF THE CROSS SECTION AREA.

USE HP 12 x 53 PILE

AS AN ALTERNATE FOR

10'-0"

+1/2"

*

ACCORDANCE WITH ASTM A-588.

FROM CORROSION RESISTANT STEEL, IN

NOTE: THE W 12" x 58# BEAM SHALL BE MADE

2‚

"

2‚

"

1'-8"

8"8"

SLEEPER SLAB

24'-0" x 10'-0" x 1'-0"

1'-8"

8"

OF STEEL PLATE ‚" THICK

3‚"3‚"

(GRADE 40 OR 60)

REINFORCEMENT AASHTO M-31, ASTM-A615,

3"

NO 4 TRANSVERSE BARS SPACED 1'-6"

BARS) PLACE TOP BARS 2†" ±•"

FOR 40'-6" SLABS (EXP SYS)

3"

2†" ±•" BELOW TOP OF SLAB

16" LONG

SLIP DOWELS

1„" 0 SMOOTH

-0"

…" x 1‚" SAWED GROOVE, LONGITUDINAL

JOINT SEALED WITH †" x †"

40'-6"40'-6"40'-6"

ORDINATES FOR SLOPES OF W 12" x 58# BEAM

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

2‚

"

2ˆ

"

1‡

"

1•

"

1•

"

1Š

"

1„

"1„

"

1Š

"

1•

"

1•

" 1‡

"

2ˆ

"

1‡

"

1•

"

1•

"

1Š

"

1„

"

1•

"

1•

"

1Š

"

1„

"

W 12 x 58 BEAM2‚

"

2ˆ

"

1‡

"

(SLOPE ‰"/FT)

8" 8"

3•"

8"

FIT WEB AREA

1" THICK CUT TO

PIECE OF STYROFOAM 10'-0" x 24'-0" x 1'-0" CONCRETE SLEEPER SLAB 3'-0"

9"

SYSTEM ABUTS PAVEMENT THICKER THAN 9"

1'-6"

REINFORCED CEMENT CONCRETE PAVEMENT (8" THICK) (CONTINUOUSLY REINFORCED)

#4 WIRE

8"

9"

CEMENT CONCRETE EXPANSION SYSTEM SLABS

CEMENT CONCRETE PAVEMENT AND 9" REINFORCED

BASIS OF PAYMENT FOR 8" CONTINUOUSLY REINFORCED

NO 4 BARS 9'-9" LONG @ †" x †" PREFORMED

20 MILL PLASTIC STRIP

1‚

"

9" 4" 4"

NO 6 BARS

2†

"

8"

9"

8"

NO 4 BARS

AS SHOWN WITHIN „"

2" •"

8"

NOTE: SEAL 1" JOINTS ALONG EDGES OF BEAM

9"

STRAIGHT SLOPE ‰" per foot2‚

"

7ƒ

"

W12" x 58#

W12 x 58 # *

+0" +•"

(INCLUDES EXPANSION SYSTEM SLABS 9" THICK) PER SQUARE YARD

8" CONTINUOUSLY REINFORCED CEMENT CONC PVMT

FILM 8 ONE THOUSANDTH IN THICKNESS (.008) ON SLEEPER

2"

CL

EA

RA

NC

E 1•" CLEARANCE

NO 4 BARS 23'-9" LONG @

APP 6" OC(21 REQUIRED) APP 6" OC(41 REQUIRED)

22 GAVANIZED THICK

1•" CLEARANCE

10'-0" MIN

22 GALVANIZED (MIN) THICK

PV

MT 7Ž" OC

PV

MT

APPROXIMATELY 8" OC (USE 40'-0"

36 NO 6 LONGITUDINAL BARS SPACED

OC BARS 23'-6" -1"

1" (MIN)

CONVENTIONAL TYPE PVMT

@ 12" OC

WHEN BEAM HAS BEEN POSITIONED IN IT'S PERMANENT LOCATION.

THAT THE STEEL DIAPHRAGMS WILL BE IN A TRUE VERTICAL PLANE

THE ENDS OF THE WIDE FLANGE BEAM SHALL BE CUT IN SUCH MANNER

SLEEPER SLAB TO DEPTH OF 4‚"W 12" x 58# *PER LIN FT

3" CLEARANCE

SECTION "XX" AT 12" x 10" WIDE FLANGE BEAM JOINT

STRAIGHT SLOPE ‰" PER FT

W12"x 58# BEAM * SHALL BE BENT TO CONFORM TO SLOPE OF PVMT

24'-0"

4"

by J.F.T.


TYPE PAVEMENTS

ABUTS BRIDGE STRUCTURES OR JOINS CONVENTIONAL

CONTINOUSLY REINFORCED CEMENT CONC. PAVEMENT

JOINT FOR USE AS TERMINAL JOINT WHERE 8"

DETAIL OF SLEEPER SLAB RESTRAINING CONTRACTION

L.V.S.

03-25-77 SSJ-450 184

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

bridge end slab typical transverse section, …alletting.dot.state.al.us/docs/standard_drawings/2017...

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