Session 123Rumble Stripes: Opportunity to
Improve Safety and RetroreflectivityPresented
March 6, 2013by
Alan Plunkett, INDOTBill Smith, INDOT
Tom Brennan, Purdue
US‐231 MOTIVATION FOR INSTALLATION OF CENTER AND EDGE LINE RUMBLE STRIPES
Alan Plunkett/Bill Smith
2
• January 2011• LaPorte District
3
DISLODGED RAISED PAVEMENT MARKERSINDOT Struck by Loose RPM, Picture from Stacey Flick
FHWA SAFETY COUNTERMEASURES Longitudinal Rumble Strips and Stripes on 2‐Lane Roads
PAINTED CENTERLINE
RUMBLE STRIPES
PAINTED EDGELINE
RUMBLE STRIPES
FHWA SAFETY COUNTERMEASURES Longitudinal Rumble Strips and Stripes on 2‐Lane Roads
PAINTED CENTERLINE
RUMBLE STRIPES
PAINTED EDGELINE
RUMBLE STRIPES
SAFETY BENEFITSLongitudinal Rumble Strips on 2‐Lane Roads
• Center line rumble strips on two‐lane roads
– Provide a 45% reduction of head on / fatal and injury crashes
• Edgeline rumble strips on two‐lane roads
– Provide a 35% Reduction of target crashes
• Alerting distracted, drowsy drivers
• Providing Indication of Lane Location during adverse weather conditions
SAFETY BENEFITSTactile and Audible Reponses to Vehicle Leaving Lane
SAFETY BENEFITSTactile and Audible Reponses to Vehicle Leaving Lane
Corrected Incursion
(Southbound)Corrected Incursion
(Northbound)
SAFETY BENEFITSTactile and Audible Reponses to Vehicle Leaving Lane
APPLYING PAINTED RUMBLE STRIPES US‐231Lane Departure Crashes
• Three notable incidents occurred between April and May 2012, two of which were fatal head‐on crashes.
FIELD DEPLOYMENT ON US231Typical Existing Pavement Marking/Lane Layout Retrofit
~3’ ~3’
4” LINE 8” SPACE 4” LINE
11’ 0”
~30’
4” White Line
• Contract Letting: 8/8/12
• Completion: 10/31/12
Existing RPM
Project Limits ~18.5 Miles
Rumble Size/Location
Limited in Towns
Not placed in towns due to low speed conditions
Romney
Linden
FIELD DEPLOYMENT ON US 231Installation Limits
• US-231 is a two lane rural highway
• ADT > 8,000 VPD between Lafayette and Crawfordsville
CR 500 S
13
US‐231Special Provisions
Lafayette
14
US‐231Detail for Recurring Special Provision
Lafayette
Only Gapped at:• Public Road Approaches
• Commercial Drives
PAINTED RUMBLE RESEARCH AND US‐231 INSTALLATION
Tom Brennan, Purdue
15
EXAMPLE SAFETY BENEFITSTactile and Audible Reponses to Vehicle Leaving Lane
EXAMPLE SAFETY BENEFITSNight Time and Wet Weather Visibility
EXAMPLE SAFETY BENEFITS (INSTALL 2010)Night Time and Wet Weather Visibility (Video)
CONSTRUCTION SEQUENCEApproximate Sequence of Retro Fit on US231
~3’ ~3’
11’ 0”
1/2” Depth
~30’
11’ 4”Install Temporary
SkipsRemove Edge Line
Remove Edge Line
Remove Center Lines
Install Center Rumbles
Install Edge Rumbles
Install Edge Rumbles
Fog Seal (16 – 24”)
Cure Fog Seal (Min 8 Days)
Crack Seal Where Needed
Remove Temporary Skips
4” White Line
4” White Line
Lens Removed from RPM
Existing RPM (Min 3’ Gap in Rumble; Rumble 6”From RPM)
4” LINE 8” SPACE 4” LINE
16” Rumble Centerline
16” Rumble Shoulder
: Picture from FHWA
Pavement Marking Grinding Machine
INSTALLATION / EQUIPMENTPavement Marking Removal
Lafayette
Grinding Head
Milling Machine Grinding Teeth
EQUIPMENTRumble Milling Machine
Lafayette
Front of Milling Operation Convoy
INSTALLATION / EQUIPMENTPavement Marking Removal (Night Work)
Lafayette
INSTALLATION / EQUIPMENTExample Milling Machine (SR 38)
INSTALLATION / EQUIPMENTExample Milling Machine (SR 38)
Grinding TeethGrinding Teeth
Sweeping the Rumble Strips 1st of 2 Sweeping Trucks to Pass
INSTALLATION / EQUIPMENTSweeping Milled Debris (Night Work)
Lafayette
Joint Crack Sealant
INSTALLATION / EQUIPMENTSealing Centerline Joint after Rumbles Installed
Lafayette
Fog Sealant
INSTALLATION / EQUIPMENTFog Sealant Installed on SR 38
Lafayette
INSTALLATION / EQUIPMENTFog Sealant Installed on SR 38 (VIDEO)
Lafayette
Painting CLRS
INSTALLATION / EQUIPMENTPainting CLRS
Lafayette
Temporary Marking
Completed Paint on CLRS
Min 8‐Day Cured Fog Seal
Crack sealant placed prior to
Fog Seal
PAINTED RUMBLES Installed
Lafayette
LESSONS LEARNED ACROSS INDIANA2010 to Present
Completed Paint on CLRS
Fog Seal
Crack sealant placed prior to
Fog Seal
• SR 28 Test Installation (Initial Test): West of Frankfort, East of I-65. 4-lane divided highway. Only painted edge line rumble strips were installed on existing eastbound rumbles for both yellow and white paint. Site was also use to test standard INDOT bead mix and 3M wet-dry bead mix.
• SR38 New Installation: East of Antioch, West of Kirkland. 2 Lane Rural Route. Complete installation on new asphalt including centerline joint adhesive, fog seal, and painted centerline rumble stripes.
• US 120 New Installation: East of US13. Complete installation on new asphalt including centerline joint adhesive, fog seal, and painted centerline rumble stripes. Centerline joint and fog seal were used.
• US231 Retrofit: South of Lafayette, north of I-74. Installation on existing asphalt leaving existing RPMs in place. Edge line as well as Centerline painted rumbles were installed. Milling was performed on existing asphalt, and both the center and edge lines were joint sealed as necessary and fog sealed.
• SR26 New Installation: Between SR29 and US31, west of Kokomo. 2 Lane Rural Route. Installation on new mill and paved asphalt. Epoxy paint on center and edge line with one thermoplastic test strip.
FIELD STUDIES IN INDIANAPaint, Thermoplastic, and Epoxy Paint
• SR 28 Test Installation (Initial Test): West of Frankfort, East of I-65. 4-lane divided highway. Only painted edge line rumble strips were installed on existing eastbound rumbles for both yellow and white paint. Site was also use to test standard INDOT bead mix and 3M wet-dry bead mix.
• SR38 New Installation: East of Antioch, West of Kirkland. 2 Lane Rural Route. Complete installation on new asphalt including centerline joint adhesive, fog seal, and painted centerline rumble stripes.
• US 120 New Installation: East of US13. Complete installation on new asphalt including centerline joint adhesive, fog seal, and painted centerline rumble stripes. Centerline joint and fog seal were used.
• US231 Retrofit: South of Lafayette, north of I-74. Installation on existing asphalt leaving existing RPMs in place. Edge line as well as Centerline painted rumbles were installed. Milling was performed on existing asphalt, and both the center and edge lines were joint sealed as necessary and fog sealed.
• SR26 New Installation: Between SR29 and US31, west of Kokomo. 2 Lane Rural Route. Installation on new mill and paved asphalt. Thermoplastic was used instead of paint at the centerline.
FIELD STUDIES IN INDIANAPaint, Thermoplastic, and Epoxy Paint
#5: SR26 (Edge/Center Lines)
PAINTED CENTERLINE Installation Observations
Paint Appears to have de‐bonded on fogsealPaint Appears to have de‐bonded on fogseal
RPM Lens Removed
Fog Sealant Used on Edgeline
New Edgelinein Rumbles
Old EdgelineRemoved
PAINTED EDGELINEInstallation Observations
• Use design manual guidance for material selection defined in Indiana Design Manual Chapter 76
MATERIAL SELECTION FOR MARKINGSPaint, Thermoplastic, and Epoxy Trials
Thermoplastic
• Consider quality control in pre‐phase planning– Speed and methods of application– Material temperature/application
Lower Speed Higher Pressure ApplicationHigher Speed Lower Pressure Application
MATERIAL SELECTION FOR MARKINGSThermoplastic on SR 26
Pitting in Rumble
Move Even Application
• Create traffic control plan based on site specific conditions.• Use IMUTCD, Standard Specifications and Standard Drawings for guidance
to maintain moving traffic.• Include language regarding flagging of traffic and for equipment protection
in each step of the installation and operation process.• Understand that each process varies in speed (exceeding walking speed)
and restricts lane usage.• Understand that rumbles move traffic towards operations.
MAINTENANCE OF TRAFFICGrinding/Milling/Sealing/Marking/Lens Removal:
Lafayette
CLOSINGBill Smith/Alan Plunkett
39
QUESTIONSAlan Plunkett, Bill Smith, & Tom Brennan: