D/2

(See table for tie-bar size)

Epoxy coated tie bar at 3’-0" c/c

1’-6"1’-6"

TIE-BAR SIZES FOR LONGITUDINAL JOINT

Pavement Thickness, D

D

Single pass saw cut (Depth = D/3)

TRANSVERSE SECTION THROUGH PCCP

Less than or equal to 9"

Greater than 9"

#5

#6

Tie-Bar Size

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATESUPERVISOR, ROADWAY STANDARDS

LONGITUDINAL JOINT

SEPTEMBER 2012

E 503-CCPJ-02

STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

/s/ Richard L. VanCleave 09/04/12

09/04/12/s/ Mark A. Miller

DESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATEDESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATE

DESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATEDESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATE

DESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATEDESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE

DESIGN STANDARDS ENGINEER

DATE

E503-CCPJ-01E503-CCPJ-02E503-CCPJ-03BACK

E503-CCPJ-04BACK

E503-CCPJ-05BACK

E503-CCPJ-06BACK

E503-CCPJ-07BACK

E503-CCPJ-08