50’

25’

SHOULDER

EXIT RAMP

45°

50’

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

66

(RAMPS AND GORES)

PAVEMENT MARKING

S.D.D. 15

C

31-3aS

.D.D. 15

C

31-3a

OFF-RAMP

25’

50’

SERVICE INTERCHANGE PAVEMENT MARKING FOR PARALLEL EXIT-RAMP

50’

50’

PAVEMENT MARKING FOR EXIT RAMP

24" WHITE

8" WHITE

4" YELLOW CENTERLINE

4" WHITE LANE LINE

4" WHITE EDGELINE

3’

MIN.

24" WHITE

8" WHITE

8" WHITE ( 3’ LINE, 9’ GAP )

GENERAL NOTES

PLACE GROOVE 3 INCHES LEFT OF JOINT.

LEGEND

DIRECTION OF TRAVEL

4" WHITE (3’ LINE, 9’ GAP)

EXIT

SIGN ON PERMANENT SUPPORT

E5-1

EXIT

E5-1

15C31 sheet a: Pavement Marking (Ramps and Gores)

Pavement Marking (Ramps and Gores)

Version 3 Standard Detail Drawing 15c31 (sheet a) December 5, 2017

Pavement Marking (Ramps and Gores)

References:

Traffic Engineering, Operations and Safety Manual Chapter 3 (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices, Section 3B

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

Bid items associated with this drawing in addition to those shown on SDD 15c8 sheet a:

646.7200 - 7299 Marking Chevron (Material) 24-Inch .................................................................... LF 646.3040 Marking Line Grooved Wet Ref Epoxy 8-Inch ..................................................... LF 646.3050 Marking Line Grooved Permanent Tape 8-Inch ................................................... LF 646.3545 Marking Line Grooved Wet Ref Contrast Epoxy 8-Inch ....................................... LF 646.3555 Marking Line Grooved Contrast Permanent Tape 8-Inch .................................... LF

Standardized Special Provisions associated with this drawing:

STSP# TITLE

Standard Special Provisions associated with this drawing in addition to those shown on SDD 15c8 sheet "a":

NONE

Other SDDs associated with this drawing:

SDD 15c8 sheet "a" is required.

Design Notes:

The ramp details shown are typical. The marking requirements may not fit all interchange types and ramp entrance/exit layouts. Use special details instead of this SDD when necessary.

Contact Person:

Matt Rauch (608) 246-5305

12’

12’

12’

12’12.5’ 37.5’

EDGE MARKING, SOLID 4" YELLOW ON LEFT SIDE

25’

TYP.

45°

45°

50’

50’

LANE MARKING, 4" WHITE

WHICHEVER IS FARTHER

TO ADVANCE OVERHEAD SIGN,

DOT PATTERN � MILE LENGTH OR

SOLID 4" WHITE ON RIGHT SIDE

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

66

S.D.D. 15

C

31-3

bS.D.D. 15

C

31-3

b

FREEWAY TO FREEWAY

MAJOR SPLIT

PAVEMENT MARKING

24" WHITE

8" WHITE ( 3’ LINE, 9’ GAP )

8" WHITE

GENERAL NOTES

PLACE GROOVE 3 INCHES LEFT OF JOINT.

LEGEND

DIRECTION OF TRAVEL

WET REFLECTIVE

EXIT

E5-1

SIGN ON PERMANENT SUPPORT

15C31 sheet b: Pavement Marking Major Split Freeway to Freeway

Pavement Marking (Ramps and Gores)

Version 3 Standard Detail Drawing 15c31 (sheet b) December 5, 2017

Pavement Marking Major Split Freeway to Freeway

References:

Traffic Engineering, Operations and Safety Manual Chapter 3 (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 3B.

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

Bid items associated with this drawing in addition to those shown on SDD 15c8 sheets "a" and "c":

NONE

Standardized Special Provisions associated with this drawing:

STSP NUMBER TITLE

Standard special provisions associated with this drawing in addition to those shown on SDD 15c8 sheet "a":

NONE

Other SDDs associated with this drawing:

SDD 15c8 sheet "a" is required.

Design Notes:

The ramp details shown are typical. The marking requirements may not fit all freeway split layouts. Use special details instead of this SDD when necessary. The 24” diagonal/chevron marking is optional. The use of this marking is at the discretion of the Regional Traffic Engineer.

Contact Person:

Matt Rauch (608) 246-5305

66

S.D.D. 15

C

31-3c S

.D.D. 15

C

31-3c

50’

50’

ON-RAMP

12’ MIN.

SERVICE INTERCHANGE PAVEMENT MARKING FOR PARALLEL ENTRANCE-RAMP

� LENGTH OF FULL WIDTH ACCELERATION LANE.

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

PARALLEL OFF-RAMP

PARALLEL ON-RAMP AND

PAVEMENT MARKING FOR

50’

12’ MIN.

50’

STATE SIGNING AND MARKING ENGINEER

1

1

GENERAL NOTES

PAVEMENT MARKING FOR ENTRANCE RAMP

PLACE GROOVE 3 INCHES LEFT OF JOINT.

LEGEND

DIRECTION OF TRAVEL

8" WHITE

8" ( 3’ LINE, 9’ GAP )

8" WHITE

4" YELLOW CENTERLINE

4" WHITE LANE LINE

Sept., 2017 /S/ Matthew R. Rauch

GORE

PHYSICAL

GORE

PHYSICAL

15C31 sheet c: Pavement Marking For Parallel On-Ramp and Parallel Off-Ramp

Pavement Marking (Ramps and Gores)

Version 3 Standard Detail Drawing 15c31 (sheet c) December 5, 2017

Pavement Marking For Parallel On-Ramp and Parallel Off-Ramp

References:

Traffic Engineering, Operations and Safety Manual Chapter 3 (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 3B.

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

Bid items associated with this drawing in addition to those shown on SDD 15c8 sheets "a" and "c":

NONE

Standardized Special Provisions associated with this drawing:

STSP NUMBER TITLE

Standard special provisions associated with this drawing in addition to those shown on SDD 15c8 sheet "a":

NONE

Other SDDs associated with this drawing:

SDD 15c8 sheet "a" is required.

SDD 15c7 sheet "d" may be required.

Design Notes:

The ramp details shown are typical. The marking requirements may not fit all interchange types and ramp entrance/exit layouts. Use special details instead of this SDD when necessary. The 24” chevron marking is optional. The use of this marking and the width of the edge line extension is at the discretion of the Regional Traffic Engineer.

Placement of the set of Type 5 Lane Drop Arrows may be placed in the contract when the parallel entrance ramp exceeds 800 feet, there is a demonstrated crash history, or the lane drop occurs over the crest of a hill.

Contact Person:

Matt Rauch (608) 246-5305

Matt Rauch (608) 246-5305