INDEX [] · 2019. 6. 3. · E 606-SHCG-01 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. CHIEF ENGINEER DATE DESIGN STANDARDS ENGINEER DATE SHEET NO. …

E 606-SHCG-01

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SHEET NO.

1

3

4

5

6

2

INDEX

SUBJECT

7

8

9

10

11

Shoulder Corrugation Limits: Entrance and Exit Ramps

Shoulder Corrugation Limits: Approach With and Without Turn Lane

Shoulder Corrugation Limits: Median Crossover and Typical Mailbox Approach

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INDEX AND GENERAL NOTES

PAVEMENT CORRUGATIONS,

corrugation pattern.

Rumble strips and rumble stripes use a sinusoidal milled pavement 2.

pattern.

Shoulder corrugations use a conventional millled pavement corrugation 1.

GENERAL NOTES:

Pavement Corrugations, Index and General Notes

Shoulder Corrugations, HMA

Shoulder Corrugations, PCCP

Centerline Rumble Stripes

Edgeline Rumble Stripes

Rumble Strip Limits: Intersection, Drive, Bridge, or Railroad

Shoulder Rumble Strips (Undivided Highway)

Rumble Strip Limits: Intersection, Drive, Bridge, or Railroad

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6/02/2019

Milled Corrugations (typ.)

Edge of Travel Lane

Milled Corrugations (typ.)

Surface

(typ.)

90°

(typ.)

INTERMITTENT INSTALLATION

PLAN VIEW

CONTINUOUS INSTALLATION

PLAN VIEW

SECTION A-A

SECTION B-B

A A

BB

Paved S

houlder

Width

12"

20' Gap

A

BB

A

6"

1'-4"

1'-4"

5" (typ.)7" (typ.)

80' Corrugations 80' Corrugations 20' Gap 80' Corrugations

1' R

7"

1/2

"

1/2"

1'-4"

6"

(typ.)9

0°Edge of Travel Lane

Paved S

houlder

Width

E 606-SHCG-02



DATECHIEF ENGINEER


adjacent to a widened PCCP outside lane.

Refer to E 606-SHCG-03 for corrugation instructions for HMA shoulders 2.

intermittent installation shall be used on all other facilities.

Continuous corrugation installation shall be used on Interstates and 1.

NOTES:

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SHOULDER CORRUGATIONS, HMA

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A A

Shoulder

BB

Tra

vel Lane

1'-4"

6"

No Corrugations Corrugations Required On Four Panels No Corrugations Corrugations

Required On

Four Panels

Corrugation

Required On

Four Panels

1/2"

1/2"

7"1'-4"

1' R

CONTINUOUS INSTALLATION DETAIL

INTERMITTENT INSTALLATION DETAIL

SECTION B-B SECTION A-A

Edge of Travel Lane

D-1 Contraction Joint

D-1 C

orrugation J

oint

D-1 Contraction Joint (typ.) Edge of Travel Lane

Edge of Paved Shoulder

Surface

5" (typ.)7" (typ.)1' (typ.)

D-1 Contraction Joint Spacing (Typical Panel)

E 606-SHCG-03



DATECHIEF ENGINEER


travel lane and in accordance with this sheet.

be installed on the portion of the PCCP located outside the edge of

On facilities with a widened outside PCCP lane, the corrugations shall 2.

other facilities.

panel on Interstates. Intermittent corrugations shall be required for all

Continuous corrugations shall be required on every PCCP shoulder 1.

NOTES:

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SHOULDER CORRUGATIONS, PCCP

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ENTRANCE RAMP

EXIT RAMP

(At gore area)

(At gore area)

(At gore area)

(At end taper)B

C

E

C

C

C

C

C

C

C

B

E



DATECHIEF ENGINEER


LEGEND

Direction of Traffic

Shoulder

Gore Area

End Shoulder Corrugations

Shoulder Corrugations

Begin Shoulder CorrugationsB

C

E E 606-SHCG-04

ENTRANCE AND EXIT RAMPS

SHOULDER CORRUGATION LIMITS:

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APPROACH WITH TURN LANE

APPROACH WITHOUT TURN LANE

C

B (At end taper) E(At beginning taper)

C

C

B(At radius point)

E

C

30'

R.P.

R.P.

E 606-SHCG-05



DATECHIEF ENGINEER


LEGEND

B

C

E


Shoulder



Begin Shoulder Corrugations

APPROACH WITH AND WITHOUT TURN LANE


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TYPICAL MAILBOX APPROACH

MEDIAN CROSSOVER / LEFT TURN LANE

C C

BE

(At end taper)(At end taper)

B E C

C (At end taper) (At end taper)

C C

EB(At end taper)

(At beginning taper)Edge of paved shoulder

Edge of travel lane

Mailboxes

E 606-SHCG-06



DATECHIEF ENGINEER


LEGEND

B

C

E


Shoulder



Begin Shoulder Corrugations

TYPICAL MAILBOX APPROACH

MEDIAN CROSSOVER AND


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1'-4"

ISOMETRIC VIEW

Travel La

ne

Travel La

ne

PLAN

req'd.)

(Install pattern as

Yellow Centerline

6"

1'-4"

Travel Lane

Travel Lane

Low Point High Point

Joint Line

and Pavement Center

Roadway

PROFILE

Pavement Surface

0 6" 12" 18" 24"

0

High Point 1/8" (± 1/16")

Low Point 1/2" (± 1/8")

1/8"

1/2"

2'-8 1/4" R (Typ.)

30" 36" 42" 48"

E 606-SHCG-07



DATECHIEF ENGINEER


concrete pavement transverse joint.

The corrugations shall be no closer than 6 in. to a casting or a 4.

directed, to provide coverage beyond the edge of the corrugation.

on the pavement center joint line, and shall be extended, where

The liquid asphalt sealant width shall be a minimum of 24 in. centered 3.

Rumble stripe shall be centered about the roadway centerline.2.

an intersection, drive, bridge, or railroad crossing.

See Standard Drawing E 606-SHCG-09 for break in rumble stripe near 1.

NOTES:

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CENTERLINE RUMBLE STRIPES

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1'-0"

ISOMETRIC VIEW

Travel La

ne

Shoulde

r

5

Travel Lane

PLAN

6"

2"

1'-0"

4" Edgeline

Shoulder Joint

Paved Shoulder

Edge of

Low Point High Point

6"

1/2"

1/8"

Pavement Surface

0

0

PROFILE

12" 18" 24" 30" 36"

2'-8 1/4" R (Typ.)

42" 48"

High Point 1/8" (± 1/16")

Low Point 1/2" (± 1/8") E 606-SHCG-08



DATECHIEF ENGINEER


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EDGELINE RUMBLE STRIPES

New edge of travel lane if shoulder joint is not apparent.5

concrete pavement transverse joint.

The corrugations shall be no closer than 6 in. to a casting or a 4.

on the shoulder joint line.


bicycles.

gap in the corrugations shall be provided every 60 ft to accommodate

Where the paved shoulder width is at least 2 ft, a 12-ft longitudinal 2.

stripe limits near an intersection, drive, bridge, or railroad crossing.

See Standard Drawing E 606-SHCG-09 for break in longitudinal rumble 1.

NOTES:

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6/03/2019

ELRS

CLRS & E

LRS

CLRS & E

LRSE

LRS

ELRS

25'

25'

lane with CLRS

Begin ELRS for receiving

ELRS

Begin ELRS

right-turn lane

at taper for a

End ELRS

left-turn lane.

End CLRS at taper for

there is no right-turn lane.

curvature on approach lane if

End ELRS 100 ft from point of

Curvature

Point of

Curvature

Point of

Curvature

Point of

Railro

ad Line

E 606-SHCG-09



DATECHIEF ENGINEER


Edgeline Longitudinal Rumble StripeELRS =

Centerline Longitudinal Rumble StripeCLRS =

KEY:

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DRIVE, BRIDGE, OR RAILROAD

NEAR AN INTERSECTION,

RUMBLE STRIPE LIMITS:

CLRS & ELRS CLRS & ELRS25'25'Drive

way

3 3

Curvature

Point of

Curvature

Point of

BREAK NEAR A COMMERCIAL OR INDUSTRIAL DRIVEWAY

100'

6

BREAK NEAR AN INTERSECTION

CLRS & ELRS CLRS & ELRS2 2 4 4

ELRS ELRS24" Stop Bar

BREAK NEAR A RAILROAD CROSSING

right-turn lane and the paved shoulder width is 8 ft or greater.

End ELRS 400 ft from point of curvature on approach lane if there is no6

other side of the bridge deck

minimum of 6 in. and a maximum of 5 ft after the approach slab on the

minimum of 6 in. before an approach slab and begin corrugations a

For a bridge deck, end corrugations a maximum of 5 ft and a5.

for railroad crossing with gates or signals.

Gap is 15 ft for a railroad crossing without gates or signals and 25 ft4

minor driveways.

Rumble stripe shall be continued through driveway access points for3

Rumble stripe shall begin or end at the stop bar location.2

edgeline corrugation pattern details.

pattern details and Standard Drawing E 606-SHCG-08 for

See Standard Drawing E 606-SHCG-07 for centerline corrugation 1.

NOTES:

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1-0"

ISOMETRIC VIEW

Shoulde

r

Travel La

ne

Travel Lane

6"

Edge of

Paved Shoulder

PLAN VIEW - WITH NO SHOULDER JOINT

4" Edgeline

Travel Lane

Edge of

Low PointHigh Point

1'-0"

6"

4"

PLAN VIEW - WITH SHOULDER JOINT

Travel Lane

6"

1'-0"

Edge of

Paved Shoulder

4" Edgeline

Low PointHigh Point

Joint

Shoulder4"

4"

4"

6"

Pavement Surface

0

PROFILE

12" 18" 24"

0

30" 36" 42" 48"

2'-8 1/4" R (Typ.)

Low Point 1/2" (± 1/8")

High Point 1/8" (± 1/16")

6"

Pavement Surface

0

PROFILE

12" 18" 24"

0

30" 36" 42" 48"

2'-8 1/4" R (Typ.)

Low Point 1/2" (± 1/8")

High Point 1/8" (± 1/16")

E 606-SHCG-10



DATECHIEF ENGINEER


SEPTEMBER 2019

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(UNDIVIDED HIGHWAY)

SHOULDER RUMBLE STRIPS

The corrugations shall be no closer than 6 in. to a casting. 4.

on the shoulder joint line.


bicycles.

gap in the corrugations shall be provided every 60 ft to accomodate

Where the paved shoulder width is at least 3 ft, a 12 ft longitudinal 2.

intersection, drive, bridge, or railroad.

See Standard Drawing E 606-SHCG-11 for rumble strip limits near an 1.

NOTES:

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SLRS

CLRS & S

LRS

SLRS

25'

lane with CLRS

Begin SLRS for receiving

CLRS & S

LRSS

LRS

25'

SLRS

Begin SLRS

there is no right-turn lane.

curvature on approach lane if

End SLRS 100 ft from point of

a left-turn lane.

End CLRS at taper for

right-turn lane

at taper for a

End SLRS

Curvature

Point of

Curvature

Point of

Curvature

Point of

Railro

ad Line

E 606-SHCG-11



DATECHIEF ENGINEER


Shoulder Longitudinal Rumble StripSLRS =

Centerline Longitudinal Rumble StripeCLRS =

KEY:

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DRIVE, BRIDGE, OR RAILROAD

NEAR AN INTERSECTION,

RUMBLE STRIP LIMITS:

25'25'Drive

way

3 3

CLRS & SLRS CLRS & SLRS

Curvature

Point ofCurvature

Point of

BREAK NEAR A COMMERCIAL OR INDUSTRIAL DRIVEWAY

100'

6

BREAK NEAR AN INTERSECTION

CLRS & SLRS CLRS & SLRS2 2 4 4

SLRS SLRS24" Stop Bar

BREAK NEAR A RAILROAD CROSSING

right-turn lane and the paved shoulder width is 8 ft or greater.

End SLRS 400 ft from point of curvature on approach lane if there is no 6

of the bridge deck.

6 in. and a maximum of 5 ft after the approach slab on the other side

of 6 in. before an approach slab and begin corrugations a minimum of

For a bridge deck, end corrugations a maximum of 5 ft and a minimum 5.

railroad crossing with gates or signals.

Gap is 15 ft for a railroad crossing without gates or signals and 25 ft for 4

driveways.

Rumble strip shall be continued through driveway access points for minor 3

Rumble strip shall begin or end at the stop bar location.2

corrugation pattern details.

details and Standard Drawing E 606-SHCG-10 for shoulder rumble strip

See Standard Drawing E 606-SHCG-07 for centerline corrugation pattern1.

NOTES:

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606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG

Documents

INDEX [] · 2019. 6. 3. · E 606-SHCG-01 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. CHIEF ENGINEER DATE DESIGN STANDARDS ENGINEER DATE SHEET NO. …