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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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NSIONAL
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
5/21/19
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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS 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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STATE OF
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NSIONAL
SHOULDER CORRUGATIONS, HMA
5/21/19
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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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS 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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NSIONAL
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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS 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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
LEGEND
B
C
E
Direction of Traffic
Shoulder
End Shoulder Corrugations
Shoulder Corrugations
Begin Shoulder Corrugations
APPROACH WITH AND WITHOUT TURN LANE
SHOULDER CORRUGATION LIMITS:
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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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
LEGEND
B
C
E
Direction of Traffic
Shoulder
End Shoulder Corrugations
Shoulder Corrugations
Begin Shoulder Corrugations
TYPICAL MAILBOX APPROACH
MEDIAN CROSSOVER AND
SHOULDER CORRUGATION LIMITS:
SEPTEMBER 2019
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NSIONAL
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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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS 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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
60900348
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No.
STATE OF
ANI
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RN
NSIONAL
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.
The liquid asphalt sealant width shall be a minimum of 24 in. centered 3.
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:
5/21/19
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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
Edgeline Longitudinal Rumble StripeELRS =
Centerline Longitudinal Rumble StripeCLRS =
KEY:
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STATE OF
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NSIONAL
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:
5/21/19
6/03/2019
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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2019
60900348
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STATE OF
ANI
D G
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RN
NSIONAL
(UNDIVIDED HIGHWAY)
SHOULDER RUMBLE STRIPS
The corrugations shall be no closer than 6 in. to a casting. 4.
on the shoulder joint line.
The liquid asphalt sealant width shall be a minimum of 24 in. centered 3.
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:
5/21/19
6/03/2019
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
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
Shoulder Longitudinal Rumble StripSLRS =
Centerline Longitudinal Rumble StripeCLRS =
KEY:
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STATE OF
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NSIONAL
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:
5/21/19
6/03/2019
606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG606-SHCG
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