SDD 13a9 Rumble Strips at

GROOVES @ GROOVES @ 12" C-C 1" + + - 3 12" C-C 1" - " MIN. " MAX. " MIN. . . . " MAX. 3" ...... 4" ...... 4". . FORMED MILLED-IN INLAID CONCRETE CONCRETE PAVEMENT PAVEMENT OR INLAID CONCRETE EDGE OF TRAVEL REPLACEMENT PAVEMENT REPLACEMENT R1-1 ASPHALTIC (STOP) CONCRETE CONCRETE PAVEMENT PAVEMENT W O A ...... E ...... ELL FULL DEPTH ...... 9" C ...... Y EDGE OF B ......

AN E D

I TRAVEL LANE T C L S I O D AN S

25' T ' EDGE OF

C S L PLACE 4" x " I D ELEVATION VIEW GROOVES @ 1' O.C. 500 4 TRANSVERSE CONTRACTION JOINT C ) .

E P 8" 8" C

Y 12" ' 10"

T 10" ( AN 25

T '

S C

S 4" 4" I

E L 25 D 2 OOV

R 1 ELIMINATE THE MIDDLE SET OF RUMBLE G

STRIPS.

6 ' 6 24 25 2 LOCATE RUMBLE STRIP 200' IN ADVANCE 5 18" OF W3-1 SIGN AS SHOWN. IF W3-1 IS NOT IN PLACE, USE DISTANCE C. EDGE OF 3 TYPICAL VERTICAL VARIATION BETWEEN TRAVELED PEAKS AND VALLEYS WITHIN THE CUT LANE SOLID W3-1 APPROXIMATELY " YELLOW (STOP AHEAD) W14-3 4 15' MAX. SPACING FOR TRANSVERSE (NO PASSING ZONE) 4 18" 15' MAX. CONTRACTION JOINT 25' EDGE OF

' 24 GROOVES (TYP) TRAVEL 5 12" CLEAR BETWEEN THE SOLID YELLOW LANE

TRAFFIC LANE RUMBLE STRIP 200

' LINE AND THE EDGE OF THE RUMBLE 2 PLAN VIEW POSTED DISTANCE TO 25 SPEED RUMBLE STRIP CONCRETE PAVEMENT MILLED-IN OR TOOLED-IN GENERAL NOTES (mph) DIST. A DIST B DIST.C CONTRACTOR SHALL CONFIRM RUMBLE STRIP LOCATION WITH THE ENGINEER 55 425' 650' 1000' PRIOR TO INSTALLATION. THE ENGINEER MAY MODIFY THE RUMBLE STRIP S

325' 450' 800' LOCATION AS FIELD CONDITIONS DICTATE. CONCRETE RUMBLE STRIPS 1 . 50 - D AT INTERSECTION ARROW SYMBOL ( ) SHOWS DIRECTION OF TRAVEL 9

. 45 275' 400' 650' D EXTEND CONCRETE FROM THE TO THE EDGE OF CTRAVELL WAY. . 225' 1 550' PLAN VIEW A 40 STATE OF WISCONSIN 13

35 175' 1 475' RUMBLE STRIP LOCATION DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGNING DETAILS AND SPECIFICATIONS ARE PROVIDED 13

A < 125' 1 425' . - 30 ELSEWHERE IN THE CONTRACT. APPROVED

8-17-2011 /S/ Jerry H. Zogg D .

9 DATE ROADWAY STANDARDS DEVELOPMENT D -

ENGINEER .

1 FHWA S

Version 1 Standard Detail Drawing 13A9 August 16, 2011 Concrete Rumble Strips at Intersection References: NONE Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 416.1180 Concrete Intersection Rumble Strips ...... SY Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE Other SDDs associated with this drawing: NONE Design Notes: This SDD should typically be used where there is a 4-way stop condition or even a 2-way stop condition where there is some fear that the motorist may not see or expect a stop condition ahead. The designer should be particularly aware of residences in the immediate area of the rumble strips. The sound generated from rumble strips may carry for a long distance, particularly at night when the ambient noise is quieter than in the daytime. The designer should also be aware of sight obstruction from trees or other signs that may be too close to the proposed W3-1 (STOP AHEAD) sign. This detail is not intended to address the pavement marking required at the approach to the intersection, the stop bar or other signs such as the No Passing Zone pennant. The designer must address pavement marking and signing details and specifications elsewhere in the contract as the general notes stipulate. Contact Person: Mark Zander (608) 267-7327