Attachment 4 - Standard Plan R-39-K.pdf

2-21-2018

Kimberly Avery Digitally signed by Kimberly Avery DN: o=State of Michigan, email=averyk@michigan.gov, cn=Kimberly Avery Date: 2018.01.23 18:48:10 -05'00'

SYMBOL (E2) AND (E4)

•'s• tt4

LOW MODULUS HOT—POURED

RUBBER—ASPHALT TYPE

JOINT SEALING COMPOUND

c CLOSED CELL. CROSS-LINKED ::.

POLYETHYLENE FOAM ROD

( MINIMUM DIAMETER )

1.25 x FINAL WIDTH /

FINAL WIDTH

1" (+ lim")

RELIEFIii CUT

-r.

45° BEVELED EDGE (TYP.)

-H

1" FIBER FILLER

SAWED JOINT DETAIL

SAWED JOINT SEALED WITH LOW MODULUS HOT-POURED RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND.

SURFACE OF FINISHED

PAVEMENT OR SHOULDERS SEE SAWED JOINT DETAIL

SEE STANDARD PLAN R-40-SERIES

FOR LOAD TRANSFER ASSEMBLY

NOTE:

THE FINAL WIDTH OF THE GROOVE SHALL BE 1" + Isis

PLUS ANY INCREASE OR MINUS ANY DECREASE IN THE WIDTH

OF THE RELIEF CUT. THE FINAL SAW CUT SHALL BE TO

THE TOP OF THE FIBER FILLER WITH A MINIMUM DEPTH AS

SHOWN AND SHALL BE CENTERED OVER THE FIBER FILLER

WITH A HORIZONTAL TOLERANCE OF kr. FIBER FILLER

FOR EXPANSION JOINTS IN CONCRETE SHOULDERS SHALL BE

FREE OF HOLES OR OTHER DEFECTS AND TRIMMED TO FIT

SHOULDER CONFIGURATIONS.

SYMBOL LOAD TRANSFER ASSEMBLY JOINT USE

(E2) YES PAVEMENT

(E4) NO SHOULDER

LOW MODULUS HOT-POURED

RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND

1" FIBER FILLER

CLOSED CELL. CROSS-LINKED

POLYETHYLENE FOAM ROD

( MINIMUM DIAMETER )

1.25 x FINAL WIDTH I

OUTSIDE EDGE TREATMENT

TRANSVERSE EXPANSION JOINT

SYMBOL (U)

lqi SAWED JOINT OR A FORMED JOINT

MADE BY PLACING I/4" HARDBOARD OR

OTHER APPROVED MATERIAL FLUSH WITH

THE SURFACE OF THE CONCRETE BASE

COURSE AND TRUE TO POSITION AND

LINE BEFORE THE CONCRETE HAS SET

TRANSVERSE PLANE OF WEAKNESS

JOINTS IN CONCRETE BASE COURSE

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

9-25-2017

F.H.W.A. APPROVAL PLAN DATE

R-39-K 2 OF 5

SHEET 2-21-2018

SYMBOL (E3)

FINAL WIDTH

1" (+ lim")

RELIEFIii CUT

POLYURETHANE OR

POLYURETHANE HYBRID

JOINT SEALING COMPOUND

CLOSED CELL.

'' POLYETHYLENE FOAM ROD-----" A°.:

( MINIMUM DIAMETER :3

1.25 x FINAL WIDTH /

45° BEVELED EDGE (TYP.)

a.

at.4.4

1" FIBER FILLER

SAWED JOINT DETAIL

SAWED JOINT SEALED WITH POLYURETHANE OR POLYURETHANE HYBRID

JOINT SEALING COMPOUND.

NOTE:

THE FINAL WIDTH OF THE GROOVE SHALL BE 1" + Isis

PLUS ANY INCREASE OR MINUS ANY DECREASE IN THE WIDTH

OF THE RELIEF CUT. THE FINAL SAW CUT SHALL BE TO

THE TOP OF THE FIBER FILLER WITH A MINIMUM DEPTH AS

SHOWN AND SHALL BE CENTERED OVER THE FIBER FILLER

WITH A HORIZONTAL TOLERANCE OF kr. FIBER FILLER

FOR EXPANSION JOINTS IN CONCRETE SHOULDERS SHALL BE

FREE OF HOLES OR OTHER DEFECTS AND TRIMMED TO FIT

SHOULDER CONFIGURATIONS.

SYMBOL LOAD TRANSFER ASSEMBLY JOINT USE

(E3) NO PAVEMENT & SHOULDER

POLYURETHANE OR

POLYURETHANE HYBRID

JOINT SEALING COMPOUND

1" FIBER FILLER

CLOSED CELL.

POLYETHYLENE FOAM ROD

( MINIMUM DIAMETER \

1.25 x FINAL WIDTH 1

OUTSIDE EDGE TREATMENT

TRANSVERSE EXPANSION JOINT

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

9-25-2017

F.H.W.A. APPROVAL PLAN DATE

R-39-K 3 OF 5

SYMBOL (H)

6' -0" MIN.

JOINT

PAVEMENT THICKNESS

PAVEMENT

THICKNESS ±

#9 EPDXY COATED

DEFORMED BAR

14.

L

PA

VE

M

EN

T i

TH

IC

KN

ES

S

FIRST POUR SECOND POUR

SEE NOTES SHEET 5 OF 5

PAVEMENT 9" 9"

THICKNESS ±

12'-O" RIGHT LANE PAVED AT 14'-0"

12'-0" (LANE WIDTH)

1:-0"1'-0"1'-0"1'-0"1'-0" 2'-O" 1'-0"1'-0"1'-0"1'-0"1'-0:

O 0 0 0 0 0 0

#9 EPDXY COATED

DEFORMED BAR

DEFORMED BAR SPACING

I'2 PAVEMENT

THICKNESS

TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD)

9" ±%"

FIRST POUR SECOND POUR

SEE NOTES SHEET 5 OF 5

PAVEMENT THICKNESS

1%" DIAMETER HOLE FACE SHALL BE VERTICAL

AND PERPENDICULAR TO

EDGE OF ROADWAY

12'-O" RIGHT LANE PAVED AT 14'-0"

- N w

.4C te ,• E

V

#9 x 1-6" LONG EPDXY COATED

DEFORMED BAR (GROUT IN PLACE)

12'-0" (LANE WIDTH)

1'-0"1'-0"1'-0"1'-O"1'-O" 2'-0" 1' -0"1' -0"1'-0"1'-0"1' -0"

O 0 0 0 O 0 0

"2

PAVEME:T THICKNESS I /2"

#9 EPDXY COATED DEFORMED BAR

IN 1%" DIAMETER HOLE (TYP.)

DEFORMED BAR SPACING

NOTE: THE HOLE SPACING MAY BE ADJUSTED 1" HORIZONTALLY. RAISED 112". OR LOWERED

1" FROM THE ABOVE LOCATIONS TO AVOID DRILLING INTO THE REINFORCEMENT.

TRANSVERSE END OF POUR JOINT (DRILLED IN METHOD)

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

9-25-2017

F.H.W.A. APPROVAL PLAN DATE

R-39-K 4 OF 5

SYMBOL (H)

9" ± 1,2" HOT-POURED RUBBER-ASPHALT

SEALANT W. x 1 2

BOND BREAKER TAPE

(BELOW SEALANT)

PAVEMENT

THICKNESS ± II" --- s FIRST POUR

PLASTIC END CAP

REMOVE ONE HALF OF PLASTIC TUBE

AND CONCRETE PRIOR TO PLACING

NEW PAVEMENT

O.32" DIAMETER x 1'-6" LONG

HOLLOW PLASTIC TUBE

PAVEMENT THICKNESS

FULL DEPTH SAW CUT

FACE SHALL BE VERTICAL

AND PERPENDICULAR TO

EDGE OF ROADWAY

12'-0" RIGHT LANE PAVED AT 14'-0"

SECOND POUR

SEE NOTES

:33 M

CL

V

DIAMETER x 1-6" LONG

EPDXY COATED SMOOTH BAR

NOTE:

THE USE OF FORCE TO INSERT THE

BAR WILL NOT BE PERMITTED

12'-0" (LANE WIDTH)

1:-0"1'-0"1'-0"1'-0"1'-0" 2'-0" 1'-0"1'-0"1'-0"1'-0"1'-0"

O O 0 0 O 0 0

\N "------___ 11.4 DIAMETER BAR IN

190.2" DIAMETER HOLLOW

PLASTIC TUBE (TYP)

DEFORMED BAR SPACING

PAVEMENT

TRANSVERSE END OF POUR JOINT (PLASTIC TUBE METHOD)

NOTES:

LOAD TRANSFER ASSEMBLIES ARE DETAILED ON THE CURRENT STANDARD PLAN

R-40-SERIES.

TRANSVERSE JOINTS SHALL BE SPACED ACCORDING TO THE CURRENT STANDARD

PLAN R-43-SERIES.

A TRANSVERSE END OF POUR JOINT (DRILLED IN METHOD) SYMBOL (H). SHALL

BE CONSTRUCTED WHEN IT IS ANTICIPATED THAT THE SECOND POUR WILL BE

DELAYED 7 DAYS OR LONGER.

A TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD) OR (PLASTIC

TUBE METHOD) SHALL BE USED AT THE END OF THE DAY'S POUR OR WHEN THERE

IS AN UNAVOIDABLE INTERRUPTION OF THE WORK FOR MORE THAN ONE-HALF

HOUR AND LESS THAN 7 DAYS. THE JOINT SHALL BE CONSTRUCTED ACCORDING

TO TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD) OR (PLASTIC

TUBE METHOD), SYMBOL (H).

THE EXPANSION JOINT MATERIAL IN THE SHOULDERS SHALL BE SUPPORTED BY

ONE OF THE FOLLOWING METHODS:

1. A CONTINUOUS SUPPORT WIRE. AS SPECIFIED FOR EXPANSION LOAD

TRANSFERS ASSEMBLIES. AS DETAILED ON STANDARD PLAN R-40-SERIES.

SHALL BE USED ON EACH SIDE OF EXPANSION MATERIAL. THIS WIRE

SHALL BE EQUIPPED WITH STAKES AND STAKE POCKETS TO RIGIDLY HOLD

THE EXPANSION MATERIAL IN PLACE DURING CONCRETE PLACEMENT.

STAKES SHALL BE AS SPECIFIED ON STANDARD PLAN R-40-SERIES.

SPACED NOT MORE THAN 2'-0" APART.

2. "U" OR "J" SHAPE STAPLES OF W8 WIRE (0.319" NOMINAL DIAMETER)

SHALL BE SPACED ON 2'-0" CENTERS EACH SIDE OF THE EXPANSION

MATERIAL. EACH VERTICAL LEG OF THE STAPLE SHALL BE AT LEAST

1'-3" LONG.

3. OTHER EQUIVALENT METHODS MAY BE USED WHEN APPROVED BY THE

ENGINEER.

JOINTS SHALL NOT BE SEALED IN CONCRETE BASE COURSE.

WHEN CONCRETE SHOULDERS ARE CAST SEPARATELY FROM MAINLINE CONCRETE

PAVEMENT. A KEYWAY MAY BE USED TO FACILITATE THE PLACING OF LANE

TIES. WHEN A KEYWAY GROOVE IS USED. IT SHALL BE CONTINUOUS AND

UNIFORM.

THE LOCATION OF TRANSVERSE JOINTS IN CONCRETE SHOULDERS SHALL MATCH

THE LOCATION OF ADJACENT TRANSVERSE PAVEMENT JOINTS. CORRESPONDING

TRANSVERSE CONCRETE SHOULDER AND PAVEMENT JOINTS SHALL BE (C3p) SHOULDER WITH (Cp) PAVEMENT, (E4) SHOULDER WITH (E2) PAVEMENT, AND

(E3) BEING THE SAME IN BOTH SHOULDER AND PAVEMENT.

DEFORMED BARS FOR TRANSVERSE END OF POUR JOINTS (DRILLED IN METHOD)

SHALL BE GROUTED INTO EXISTING PAVEMENT WITH A GROUT SELECTED FROM

THE PREOUALIFIED MATERIALS LISTED IN THE DEPARTMENT'S "MATERIALS

SOURCE GUIDE" UNDER ADHESIVE SYSTEMS FOR GROUTING DOWEL BARS AND

TIE BARS FOR FULL-DEPTH PAVEMENT REPAIRS.

MICHIGAN DEPARTMENT OF TRANSPORTATION

BUREAU OF DEVELOPMENT STANDARD PLAN FOR

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

F.H.W.A. APPROVAL

9-25-2017

PLAN DATE

R-39-K 5 OF 5