Pennsylvania Asphalt Pavement Association 54th Annual Meeting Asphalt Institute Initiatives January 29, 2014 Peter T. Grass, P.E., CAE Clinten “Clint” J. Rybak Phillips 66 Company AI Chairman 2014 Steve Smithey BP Asphalt AI Vice Chairman 2014 IARC Review – Positive Outcomes • • • • • • • • • Focus on “Occupational Exposure” Inadequate Evidence re. Straight Run Recognized “air rectified” as Distinct Exposures Declining Over Time Industry-sponsored Research Respected No “Environmental” Concerns Identified Clear separation from coal tar Natural bitumen outside scope of review Application temperature recognized as factor 2nd Edition – under revision IS-230; 2nd Edition Under revision • Expanded sections on oxidation, additives, crude sources • Expanded references Available in print and PDF format since March 2011 AI or Eurobitume’s websites NBTC Progress • Yellow: agencies & suppliers • Brown: agencies only • Green: suppliers only • Grey: opportunity! EPIC 2014 - 2015 Experiential Participatory Image-driven Connective 2014 – 2105 Class forming • • • • • 3 of 4 facility tours Elective options Writing assignment Group project Graduation Spring 2015 Burn First Responder Safety! • US Burn Center research – 2011-2013 • Focus on first aid, first responder actions • Workplace posters, wallet cards • Medical paper headed to peer reviewed journal Screenshot – AI’s Public Homepage Binder Specs Emulsion Specs Current Status - Emulsion Spec Database Status # of States Completed/posted 30 Waiting only on final review/approval before posting 13 Collected specs, in process of compiling 2 Not yet started 5 Binder Spec Database Recently Enhanced as Well • New and Improved Format – Completed for all 50 States (3 mb pdf files) – More uniform template across all States • PG Testing on Page 1 • PG+ Testing on Page 2 • Grey out tests that are not required – Easier to maintain, better aesthetics and utility – Vastly improved footnoting Best Practices for Constructing and Specifying HMA Longitudinal Joints A Cooperative Effort between Asphalt Institute & FHWA Longitudinal Joints are Still a Challenge for Many Agencies. Photo by James Scherocman, P.E Some States have more Alaska challenges than others! Question? “Is Oklahoma satisfied with the long-term performance of your HMA Longitudinal Joints?” If the Answer is NO or not totally; then – What can you do as an Agency? What can you do as a Contractor/Industry? What can you do as a Equipment Manufacturer? What can you do as a Researcher? The Weakest Link: Poor Joint Performance is an Agency and Industry Concern Longitudinal Joint Workshops (4-hrs) FHWA/AI Cooperative Agreement 1-27-2014 NH WA MT ME VT MN ND WV ID OR (2) SD WI RI MI PA WY IA UT IN IL NJ MO (2) CT OH NE NV MA NY (2) DE MD CO KS KY DC TN NC AR CA VA OK SC AZ NM MS AL GA LA FL PR AK TX HI AK HI Workshops Held (35 in 30 States) Workshops Scheduled (3 States) Expected Products or Outcome: • Create Greater Awareness • Improve Specs by Agencies • Increase use of Innovative techniques, equipment, and materials • Improve practices by Contractors • Overall Improved LJ Performance • Fewer incidences of shortened pavement life • Explain the WHY! • Encourage CHANGE! PA Story on Longitudinal Joint Density Article in NAPA’s magazine, Asphalt Pavement, Sept/Oct 2012 http://www.nxtbook.com/nxtbooks/naylor/NAPS0512 • Increasing density was viewed as key • 2007 - began measuring joint density • 2008 - method spec. of best practices • 2008 and 2009 - continued gathering data on joints • 2010 - New joint density specification. Transition year with no bonuses or penalties. • 2011-2014 – bonuses and penalties on joint density PA Joint Density Spec Highlights • Both type of LJs allowed (butt or notch wedge) • Joint Lot = 12,500’. Core every 2,500’. 5 cores per lot. • Core location o For Butt: directly over visible joint o For Notch Wedge: middle of wedge • Percent Within Limits (PWL) • Incentive starts at 80% PWL • Disincentive at <50% PWL • Lower Specification Limit o 2010-2013: 89% TMD o 2014: 90% TMD • Corrective action for < 88% TMD PA: Impact on Lot Payment Summary -$10,000 +$5,000 Disincentive 0 No Pay Adjustment 50 80 PWL Incentive 100 PA: How Did it Work? 2013 162 91.6% 167 91.4% 94.0% 93.9% PA: Statewide Pay Impacts Since New Joint Density Spec (2011 - 2013) 2011 - $261,625 in bonuses - $99,216 in penalties 2012 - $468,300 in bonuses - $62,976 in penalties 2013 - $588,247 in bonuses - $24,720 in penalties PA: Corrective Action • Lots with avg. density <88% Gmm require corrective action • Contractor must seal the joint with PG 64-22 at no cost to Department • 10 lots required corrective action in 2011 Laboratory Quality System • New web-based software system for laboratory accreditation with AASHTO Asphalt Academy seminars Binder Technology Basic Binder Technician Training National Binder Technician Certification Program Mix Design Technology Certification Principles of Quality HMA Pavement Construction An Introduction to the Bailey Method Airport Pavement Workshop Hot Mix Asphalt 101 AI’s Laboratory HVAC Replacement - 2013 • Project is complete – Started May ‘13 – Resumed normal lab operations in October ‘13 • Teaching lab – mix design, binders, NBTC • Research, commercial binder testing AI – Running Strong! • Membership – 128 members – 95 % of liquid produced in North America – Voice of liquid industry – Member engagement at all time high – Growing International presence 2014 Asphalt Institute Members