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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

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

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

Sleeper slab

2" cl.2" cl.#5

subgrade

Top of

22

8’-0"

8’-0" sleeper slab

3’-0"3’-0"

2’-0" PCCP

2" cl.

2" cl.

graded subbase

6" dense

5 spa. @ 1’-6" = 7’-6"

R.C. bridge approach

3" cl.3" cl.

SECTION A-A

STANDARD DRAWING NO.

INDIANA DEPARTMENT OF TRANSPORTATION

E 503-BATJ-01

SEPTEMBER 2012

1

3

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/ Mark A. Miller

DATESUPERVISOR, ROADWAY STANDARDS

09/04/12

DATECHIEF ENGINEER

09/04/12

RCBA thickness.3

Limits of polyethylene bond breaker.2

and RCBA.

Terminal joint elevation shall match elevation of adjacent PCCP 1

NOTES

FOR USE WITH PCCP

TERMINAL JOINT

REINFORCED CONCRETE BRIDGE APPROACH

/s/ Richard L. Van Cleave

10"

dense graded subbase

Subbase for PCCP or

Terminal joint

A

A 12 - #5

#5 x 7’-8"

10"

HMA Surface, type B

HMA Intermediate, type B

Width of PCCP or RCBA, whichever is less

Limits of terminal joint

6" (typ.)

#5 (typ.)

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

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