E 503-CCPJ-01

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

SHEET NO.

SUBJECT

INDEX

1

2

3

4

PCCP Joints Index

INDEX

PCCP JOINTS

Sawed Joints and Joint Sealant

5

D-1 Contraction Joint Details

Transverse Construction Joint Details

2. Tie-bars shall be epoxy coated.

1. Dowel bars shall be epoxy coated.

GENERAL NOTES:

Longitudinal Joint Details

03/10/20

05/08/20

Top of Pavement

1/4" ± 1/16"

SAW CUT WITH HOT POURED SEALANT

TRANSVERSE AND LONGITUDINAL

D/2

D

Tie-Bar or Dowel Bar

Bottom of Saw Cut

Saw Cut

2

TYPE OF JOINT SEALANT

DEPTH OF

SAW CUT

DEPTH OF

Longitudinal Joint

D-1 Contraction Joint

Retrofit Contraction Joint

Retrofit Pressure Relief Joint

Transverse Construction Joint

Longitudinal Construction Joint

D/3

D/3

1"

1"

1"

1"

2" (min.)

2" (min.)

Bottom of Saw Cut

Bottom of Saw Cut

Bottom of Saw Cut

Bottom of Saw Cut

3

3

E 503-CCPJ-02

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

JOINT SEALANT

AND

SAWED JOINTS

D = PCCP Thickness

Standard Drawing Series E 506-CCPP.

3 For retrofit contraction joint and pressure relief joint details, see

2 Backer rod shall not be installed.

1. Multiple passes of sealant may be required.

NOTES:

Depth of Saw CutDepth of Sealant

1/4" ± 1/16"

03/10/20

05/08/20

9"

Sawed Contraction Joint Seal

D/3

D

LONGITUDINAL SECTION THROUGH PCCP

TYPE D-1 CONTRACTION JOINT

9"

D/2

(Dowel bar diameter as shown on the plans.)

Dowel Bars at 1'-0" c/c,

PLAN

Transverse Construction Joint

Longitudinal Joint

Lane

Lane

6'-0"

D-1 Contraction Joint

Tie-Bar (typ.)

at 1'-0" (typ.)

Dowel Bar

6" (typ.)

L

D/2D

Transverse Saw Cut

PLAN HORIZONTAL SKEW

PCCP Centerline

Dowel Bar Parallel with

ELEVATION VERTICAL TILT

Face of Saw Cut

New PCCP New PCCP

New PCCP New PCCP

Horizontal Skew ± 1/4"

Vertical Tilt Tolerance ± 1/4"

L

roadway surface

of Dowel Bar parallel with

longitudinal alignment

Roadway Surface

PCCP Centerline

E 503-CCPJ-03

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

D-1 CONTRACTION JOINT DETAILS

03/10/20

05/08/20

Saw Cut

D

A

PLAN

(See table for tie-bar diameter)

Tie-Bar

2'-0"

D/2

Transverse Construction Joint

Longitudinal Joint

6" (typ.)

Tie-Bar at 1'-0" c/c (typ.)

Lane

Lane

A

6'-0"

D-1 Contraction Joint

Dowel Bar (typ.)

2'-0"

SECTION A-A

(TIE-BARS PLACED IN PLASTIC CONCRETE)

D

D/2

d

le

SECTION A-A

(RETROFITTED TIE-BARS)

Existing PCCP PCCP Patch or New Pavement

Approved Chemical Anchor SystemTie-Bar (See table for details)

Tie-Bar Size

2'-0"

1'-0"

1'-8"

TIE-BAR SIZES FOR TRANSVERSE CONSTRUCTION JOINT

Pavement Thickness, D

Less than 9"

9" through 12"

Greater than 12"

#5

#8

#10

(Retrofit)

Min. le

PCCP Patch

L

PCCP Patch

PLAN

HORIZONTAL SKEW

ELEVATION

VERTICAL TILT

D/2D

or New Pavement

or New Pavement

Face of PCCP PCCP Centerline

Vertical Tilt Tolerance ± 1"

Horizontal Skew Tolerance ± 1"PCCP centerline

of tie-bar parallel with

longitudinal alignment

L

roadway surface

of tie-bar parallel with

longitudinal alignment

Face of PCCP

Roadway Surface

or New Pavement

or New Pavement

Existing PCCP

Existing PCCP E 503-CCPJ-04

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

anchor system manufacturer's instructions.

1. Diameter of drilled hole (d) shall be in accordance with the chemical

NOTE:

JOINT DETAILS

TRANSVERSE CONSTRUCTION

2'-0"

03/10/20

05/08/20

Tie-Bar SizePavement Thickness, D

Less than 9"

9" through 12"

Greater than 12"

Spacing

#5

#6

TIE-BAR SIZES FOR LONGITUDINAL CONSTRUCTION JOINTS

3'-0" c/c

3'-0" c/c

2'-0" c/c

#7 3'-0" c/c

#6 or

for placement of adjacent lane

Tie-bar staightened and ready concealed in pavement

Tie-bar bent 60° and Single-Pass Saw Cut

Completed

Slab

30°

D

A

A

SECTION A-A

LONGITUDINAL CONSTRUCTION JOINT PLAN VIEW

(BENT TIE-BAR PLACED IN PLASTIC CONCRETE) (See table for details)

Tie-Bar

1'-6" 1'-6"

D/2

D/2

D

1'-6"1'-6"

(See table for tie-bar size)

Tie-Bar at 3'-0" c/c

Single Pass Saw Cut

LONGITUDINAL JOINT TRANSVERSE SECTION THROUGH PCCP

Tie-Bar SizePavement Thickness, D

#5

#6

TIE-BAR SIZES FOR LONGITUDINAL JOINT

Less than or equal to 9"

Greater than 9"

2'-0"

Existing PCCP

Existing PCCP

Tie-Bar (See table for details)

Approved Chemical Anchor System

d

D/2

D

LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE SECTION THROUGH PCCP

(RETROFITTED TIE-BARS)

1'-0"

E 503-CCPJ-05

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

LONGITUDINAL JOINT DETAILS

2. For retrofitted tie-bar skew and tilt tolerances see 503-CCPJ-04.

anchor system manufacturer's instructions.

1. Diameter of drilled hole (d) shall be in accordance with the chemical

NOTE:

03/10/20

05/08/20