19mm High RAP WMA Binder Leveling Course Gary Hoffman, P.E - - PowerPoint PPT Presentation

19mm high rap wma binder leveling course
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19mm High RAP WMA Binder Leveling Course Gary Hoffman, P.E - - PowerPoint PPT Presentation

19mm High RAP WMA Binder Leveling Course Gary Hoffman, P.E Director of Technical Services PA Asphalt Pavement Association Garth Bridenbaugh, P.E. Pennsylvania Department of Transportation BOCM, Quality Assurance Division www.dot.state.pa.us


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Gary Hoffman, P.E Director of Technical Services PA Asphalt Pavement Association Garth Bridenbaugh, P.E. Pennsylvania Department of Transportation BOCM, Quality Assurance Division

19mm High RAP WMA Binder Leveling Course

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Why High RAP Mixes?

  • PennDOT focus on low

volume roadway network

  • RoadMap initiative - $70

million dedicated funding

  • Excess RAP in urban areas
  • Alternative to Dept. 100%

cold recycled mix program

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Deputy Secretary Direction

  • Focus on binder/ leveling course
  • Up to 50% RAP in WMA
  • Modify mix design requirements to

simplify and speed mix approvals

  • Looking for cost savings on low volume

roadways

  • < 5000 ADT, < 750 trucks
  • ASAP (March issue, before July ‘18)
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High RAP Task Force

  • Joint effort between PAPA and

Department

  • PennDOT - Garth Bridenbaugh, Tim

Ramirez, Neal Fannin, Andy Firment, Steve Koser, Larry Ligon, Kim Martin

  • PAPA – Gary Hoffman, Tom Abbey, Martin

Libertini, John Savastio, Greg Brouse, Jeff Frantz (folks w/ experience in High RAP)

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Specification Development

  • Binder evaluation – looked at historic LTS

RAP results for average binder grades

  • Final spec – 2 tiers
  • Up to 30% RAP, PG 64-22
  • > 30% to 50% RAP, PG 58-28
  • Contractor option to test for binder

grade at > 30% RAP

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Mix Volumetrics

  • 50 gyrations
  • Lower air voids for higher RAP contents
  • Air voids Final spec – 2 tiers
  • Up to 30% RAP, 3.5 to 4.0% air voids
  • >30% to 50% RAP, 2.5 to 3.2% air voids
  • VFA Final spec – 2 tiers
  • Up to 30% RAP, max. VFA 77
  • >30% to 50% RAP, max. VFA 83
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Mix Gradation

  • Due to leveling nature of application,

wanted a fine graded 19 mm mix

  • Final spec – 32% min. passing # 8 sieve
  • Modified 1.2 maximum F/ A ratio to

allow up to 1.3 ratio for > 30% to 50% mix

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0.45 Power Chart 19 mm

25 19 12.5 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 % PASSING

SIEVE SIZES mm

19 mm AASHTO range High RAP SSP range

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Project Use and Acceptance

  • Mix acceptance by certification
  • Density acceptance by optimum rolling

pattern

  • Samples may be lifted for information
  • Limited rut testing for information
  • 2 ½ ” minimum average depth
  • Must apply a surface over (no SRL)
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Implementation

  • May 7, 2018 Use Guidelines issued for

ECMS contracts

  • Mix procurement for Dept. force paving –
  • ngoing development
  • District 10 Jefferson County Department

Force paving project bid in May 2018 - bid two alternates high RAP vs. up to 15% RAP

  • High RAP alternate $4 lower per ton
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Jefferson County 19.0 mm Bid

Jefferson Co "Paving" results 12,000 Ton

Contractor

Bidder 1

50.91 610,920.00

Bidder 2

62.82 753,840.00

Bidder 3

52.3 627,600.00

Glenn O. Hawbaker, Inc. 44.45 533,400.00 48.45 581,400.00

Bidder 5 Bidder 6

Jefferson Co "Mill and Fill" results 16,200 Ton

Contractor

Bidder 1

51.28 830,736.00

Bidder 2

65.95 1,068,390.00

Bidder 3

51.8 839,160.00

Glenn O. Hawbaker, Inc. 42.45 687,690.00 46.45 752,490.00

Bidder 4 Bidder 5

Version 2 - 15% Rap mix Version 2 - 15% Rap mix Version 1 - OVER 15% Rap Version 1 - OVER 15% Rap

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Jefferson County Bid

SAVI NGS TO PENNDOT I N THI S BI D =

$ 1 1 2 ,8 0 0 .0 0

  • r 9%
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Jefferson County Paving

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Jefferson County Paving

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PennDOT Early Feedback

  • Mix looked adequately “rich” on site
  • Achieved compaction quickly
  • Density cores for information and gauge

correlation 95% to 96% range

  • One road to be seal coat this year, the
  • ther next year
  • PennDOT happy with early taste of product
  • Initial cost savings are encouraging
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Jefferson County Producer Comments

  • Mix Design – GOH followed SSP and Project Addendum
  • Started with an approved 19.0 MM <0.3 ESALS 25%

RAP design

  • Increased RAP to 35%
  • Made 3 Ndes Specimens and 2 T-209, with a final air

void for design of 3.1% and 5.5% total asphalt

  • Equates to 0.33 RBR
  • PG 58-28 Binder
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Jefferson County Producer Comments

  • Plant Production -Material produced at 200 TPH drum

plant

  • Material Testing – First 2 days production of 2571 tons

showed too much variability

  • Team huddled & devised 3rd day plan to utilize two RAP

feed bins (17.5% RAP from each bin)

  • This resolved mix variability issue
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Jefferson County Producer Comments

  • Tons produced and shipped to the County paving crew

as of July 23rd were just over 12,700 tons

  • PennDOT Crew Comment - Material looked good - “but

fine”, and was easy to compact

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Allegheny County 19.0 mm Bid

  • Lindy Paving
  • 20,000 Ton FOB Paver
  • Saving = $3.00 per Ton
  • Lindy Also Paving With 40%

High RAP Mix

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What’s Next?

  • To date 55,067 tons bid in 2018
  • Feedback, fine tune specification
  • Rejuvenators/ Recycling agents?
  • Wearing courses?
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19.0 mm High RAP Mix Designs

2 Producers have approved m ix designs 2 Producers have m ix designs pending Start using m ix and producers w ill subm it m ore designs Plenty of RAP in Philly and Pittsburgh Lim ited RAP in rural areas of PA

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Questions?