Session 123 Rumble Stripes: Opportunity to Improve Safety and Retroreflectivity
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1 Session 123 Rumble Stripes: Opportunity to Improve Safety and Retroreflectivity Presented March 6, 2013 by Alan Plunkett, INDOT Bill Smith, INDOT Tom Brennan, Purdue
2 Alan Plunkett/Bill Smith US 231 MOTIVATION FOR INSTALLATION OF CENTER AND EDGE LINE RUMBLE STRIPES 2
3 DISLODGED RAISED PAVEMENT MARKERS INDOT Struck by Loose RPM, Picture from Stacey Flick January 2011 LaPorte District 3
4 FHWA SAFETY COUNTERMEASURES Longitudinal Rumble Strips and Stripes on 2 Lane Roads PAINTED CENTERLINE RUMBLE STRIPES PAINTED EDGELINE RUMBLE STRIPES
5 FHWA SAFETY COUNTERMEASURES Longitudinal Rumble Strips and Stripes on 2 Lane Roads PAINTED CENTERLINE RUMBLE STRIPES PAINTED EDGELINE RUMBLE STRIPES
6 SAFETY BENEFITS Longitudinal 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
7 SAFETY BENEFITS Tactile and Audible Reponses to Vehicle Leaving Lane Alerting distracted, drowsy drivers Providing Indication of Lane Location during adverse weather conditions
8 SAFETY BENEFITS Tactile and Audible Reponses to Vehicle Leaving Lane Corrected Incursion (Northbound) Corrected Incursion (Southbound)
9 SAFETY BENEFITS Tactile and Audible Reponses to Vehicle Leaving Lane
10 APPLYING PAINTED RUMBLE STRIPES US 231 Lane Departure Crashes Three notable incidents occurred between April and May 2012, two of which were fatal head on crashes.
11 FIELD DEPLOYMENT ON US231 Typical Existing Pavement Marking/Lane Layout Retrofit ~3 ~30 ~3 Existing RPM White Line Contract Letting: 8/8/12 Completion: 10/31/12 4 LINE 8 SPACE 4 LINE
12 FIELD DEPLOYMENT ON US 231 Installation Limits CR 500 S Romney Linden Rumble Not placed in towns due to Size/Location low speed conditions Limited in Towns Project Limits ~18.5 Miles US-231 is a two lane rural highway ADT > 8,000 VPD between Lafayette and Crawfordsville
13 US 231 Special Provisions Lafayette 13
14 US 231 Detail for Recurring Special Provision Lafayette Only Gapped at: Public Road Approaches Commercial Drives 14
15 Tom Brennan, Purdue PAINTED RUMBLE RESEARCH AND US 231 INSTALLATION 15
16 EXAMPLE SAFETY BENEFITS Tactile and Audible Reponses to Vehicle Leaving Lane
17 EXAMPLE SAFETY BENEFITS Night Time and Wet Weather Visibility
18 EXAMPLE SAFETY BENEFITS (INSTALL 2010) Night Time and Wet Weather Visibility (Video)
19 CONSTRUCTION SEQUENCE Approximate Sequence of Retro Fit : on Picture US231from FHWA ~3 ~30 ~3 Cure Fog Seal Install (Min 8 Center Days) Remove Rumbles Edge Install LineEdge Rumbles 1/2 Depth White Remove Center Line Lines Fog Seal Crack Seal Lens (16 24 ) Where Removed Needed from RPM 16 Rumble Shoulder Remove Temporary Skips 16 Rumble Centerline 4 White Install Temporary Line Skips Remove Edge Line 4 LINE 8 SPACE 4 Install LINEEdge Rumbles Existing RPM (Min 3 Gap in Rumble; Rumble 6 From RPM)
20 INSTALLATION / EQUIPMENT Pavement Marking Removal Lafayette Pavement Marking Grinding Machine Grinding Head
21 EQUIPMENT Rumble Milling Machine Lafayette Milling Machine Grinding Teeth
22 INSTALLATION / EQUIPMENT Pavement Marking Removal (Night Work) Lafayette Front of Milling Operation Convoy
23 INSTALLATION / EQUIPMENT Example Milling Machine (SR 38)
24 INSTALLATION / EQUIPMENT Example Milling Machine (SR 38) Grinding Teeth
25 INSTALLATION / EQUIPMENT Sweeping Milled Debris (Night Work) Lafayette Sweeping the Rumble Strips 1 st of 2 Sweeping Trucks to Pass
26 INSTALLATION / EQUIPMENT Sealing Centerline Joint after Rumbles Installed Lafayette Joint Crack Sealant
27 INSTALLATION / EQUIPMENT Fog Sealant Installed on SR 38 Lafayette Fog Sealant
28 INSTALLATION / EQUIPMENT Fog Sealant Installed on SR 38 (VIDEO) Lafayette
29 INSTALLATION / EQUIPMENT Painting CLRS Lafayette Painting CLRS Temporary Marking
30 PAINTED RUMBLES Installed Lafayette Completed Paint on CLRS Crack sealant placed prior to Fog Seal Min 8 Day Cured Fog Seal
31 LESSONS LEARNED ACROSS INDIANA 2010 to Present Completed Paint on CLRS Crack sealant placed prior to Fog Seal Fog Seal
32 FIELD STUDIES IN INDIANA Paint, Thermoplastic, and Epoxy Paint SR 28 SR38 Test Installation (Initial Test): West of Frankfort, East of I 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. 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.
33 FIELD STUDIES IN INDIANA Paint, Thermoplastic, and Epoxy Paint SR 28 SR38 Test Installation (Initial Test): West of Frankfort, East of I 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. New Installation: East of Antioch, West of Kirkland. 2 Lane Rural Route. Complete installation on new asphalt including centerline #5: SR26 joint adhesive, fog seal, and painted centerline rumble stripes. (Edge/Center Lines) 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.
34 PAINTED CENTERLINE Installation Observations Paint Appears to have de bonded on fogseal RPM Lens Removed
35 PAINTED EDGELINE Installation Observations Old Edgeline Removed Fog Sealant Used on Edgeline New Edgeline in Rumbles
36 MATERIAL SELECTION FOR MARKINGS Paint, Thermoplastic, and Epoxy Trials Use design manual guidance for material selection defined in Indiana Design Manual Chapter 76 Thermoplastic
37 MATERIAL SELECTION FOR MARKINGS Thermoplastic on SR 26 Consider quality control in pre phase planning Speed and methods of application Material temperature/application Pitting in Rumble Move Even Application Higher Speed Lower Pressure Application Lower Speed Higher Pressure Application
38 MAINTENANCE OF TRAFFIC Grinding/Milling/Sealing/Marking/Lens Removal: Lafayette 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.
39 Bill Smith/Alan Plunkett CLOSING 39
40 QUESTIONS Alan Plunkett, Bill Smith, & Tom Brennan:
2 Min. Min. Edge of. Edgeline See Note 3 PLAN VIEW. See Note 3. This distance may vary
8" Physical gore ( ) ( ) 250 Varies 250 TYPICAL RUMBLE STRIP PLACEMENT AT EXIT AND ENTRANCE RAMPS This distance may vary This distance may vary ( ) 2 16" edge of R=12" Max ( ) Physical gore Texturing 1.
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