E 503-BATJ-01

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SHEET NO.

1

3

2

INDEX

SUBJECT

SEPTEMBER 2020

Terminal Joint Index and General Notes

INDEX AND GENERAL NOTES

TERMINAL JOINT

Terminal Joint, Type PCCP

Terminal Joint, Type HMA

5. The driving surface of the concrete lug shall be surface sealed.

4. Sleeper slab and terminal joint shall be concrete, Class A.

3. Reinforcing bars shall be epoxy coated.

reinforced concrete bridge approach slab.

2. The width of the concrete sleeper slab shall match the width of the

elsewhere on the plans.

Pavement (CRCP) or HMA over CRCP, the details shall be as shown

1. When the approach pavement is Continuously Reinforced Concrete

GENERAL NOTES:

03/10/20

04/02/20

Varies

5

9"

JRCP

Expansion Cap

1" Thickness

Preformed Joint Filler

EXPANSION JOINT WITH LOAD TRANSFER DETAIL

2" Deep Hot Poured Joint Sealant

Spa. @ 12" (max.)

Dowel Bar 1 1/2" Ø

1'-6" Length Epoxy Coated

D/2

D

LONGITUDINAL SECTION

4

3

3" 3" 10'-0" JRCP15'-0" JRCP

Construction Joint

Transverse

#5 @ 12" (max.)

Type D-1 Contraction Joint

#5 (typ.)

8'-0" Concrete Sleeper Slab

(see detail)

with Load Transfer

Expansion Joint

Thickness 6 mils (min.)

2 Layers Polyethylene,

#5 @ 12" (max.)

Geotextile for Subgrade, Type 2B

Subgrade Treatment, Type IC on

Subbase for PCCP on

5 Spa. @ 1'-6" = 7'-6"

Foam Joint (see detail)

Pre-Compressed

(RCBA)

Bridge Approach

Reinforced Concrete

Geotextile for Subgrade, Type 2B

Subgrade Treatment, Type IC on

Subbase for PCCP on

777

9" 9"

2 1/2" Cl.2" Cl.

2" Cl.

#5 x 7'-8" @ 6" (max.)

Limits of Polyethylene Bond Breaker plans or existing PCCP)

(PCCP as shown on the

Approach Pavement

PRE-COMPRESSED FOAM JOINT DETAIL

Foam Joint

Pre-Compressed

Polystyrene

Expanded

66" 6"

3/4"

6

3/4" Chamfer (typ.)

2

(2 1/2" @ 60°F)

Joint Opening (W)

1

E 503-BATJ-02

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

TERMINAL JOINT, TYPE PCCP

8. Underdrains shall be constucted when shown on the plans.

the thickness of reinforced concrete bridge approach.

7 Jointed Reinforced Concrete Pavement (JRCP) thickness shall match

of the joint opening.

6 Tining or grooving of the concrete shall be terminated 6 in. in advance

alternating end of the dowel bar.

end of dowel bar and end of cap. Expansion caps shall be placed on

5 Expansion cap shall be placed with an air gap of 1/4 in. min. between

details.

4 See Standard Drawing E 503-CCPJ-03 for transverse construction joint

details.

3 See Standard Drawing E 503-CCPJ-02 for type D-1 contraction joint

W(max.)=4.0 in.

W(min.)=1.0 in.

●Expansion length greater than 250 ft and less than 400 ft.

W(max.)=3.7 in.

W(min.)=1.3 in.

●Expansion length 250 ft or less

minimum and maximum joint opening widths as shown below.

2 The precompressed foam joint shall be able to accomodate both the

length shall be as shown on the plans.

construction with the manufacturer's joint setting table. The expansion

constructed based on the actual ambient temperature at the time of

lengths greater than 150 ft, the joint opening width shall be

or less, regardless of the joint setting temperature. For expansion

1 The joint opening width shall be 2.5 in. for expansion lengths of 150 ft

NOTES:

15'-0" JRCP

03/10/20

04/02/20

1'-6" 1'-6"

1'-8"

1'-4"

1'-2"

593 x 7'-4" (for 12" RCBA)

594 x 7'-0" (for 10" RCBA)

593

594

6'-0" Concrete Sleeper Slab

4 Spa. @ 1'-0" = 4'-0"

= 1'-6"

2 Spa. @ 9"

3" 3"

2'-0" 30' Full-Depth HMA Pavement

#5 (typ.)

Thickness 6 mils (min.)

2 Layers Polyethylene,

Type A Construction Joint

3

LONGITUDINAL SECTION

RCBA Thickness

Geotextile for Subgrade, Type 2B

Subgrade Treatment, Type IC on

Subbase for PCCP on

(RCBA)

Reinforced Concrete Bridge Approach

9"

Foam Joint (see detail)

Pre-Compressed

Geotextile for Subgrade, Type 2B

Subgrade Treatment, Type IC on

6" Coarse Aggregate, No. 53 on

with Hot Poured Joint Sealant

Saw Cut 2" Deep x 1" Wide Filled

Concrete Lug

2" Cl.

2" Cl.

Limits of Polyethylene Bond Breaker

#5 x 5'-8" @ 6" (max.)

2 1/2" Cl.

@ 6" (max.)

593 or 594

PRE-COMPRESSED FOAM JOINT DETAIL

Foam Joint

Pre-Compressed Polystyrene

Expanded

6" 6"

4 4

3/4"3/4" Chamfer (typ.)

2

1(2 1/2" @ 60°F)

Joint Opening (W)

E 503-BATJ-03

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2020

TERMINAL JOINT, TYPE HMA

of the joint opening.

4 Tining or grooving of the concrete shall be terminated 6 in. in advance

●13 in. HMA for 10 in. RCBA●15 in. HMA for 12 in. RCBA

Minimum Thickness:

3 Pavement section to be shown on the plans.

W(max.)=4.0 in.

W(min.)=1.0 in.

●Expansion length greater than 250 ft and less than 400 ft

W(max.)=3.7 in.

W(min.)=1.3 in.

●Expansion length 250 ft or less

minimum and maximum joint opening widths as shown below.

2 The precompressed foam joint shall be able to accomodate both the

length shall be as shown on the plans.

construction with the manufacturer's joint setting table. The expansion

constructed based on the actual ambient temperature at the time of

lengths greater than 150 ft, the joint opening width shall be

or less, regardless of the joint setting temperature. For expansion

1 The joint opening width shall be 2.5 in. for expansion lengths of 150 ft

NOTES:

03/10/20

04/02/20