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
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