Green Paving Technologies Adam J T Hand Ph

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Green Paving Technologies Adam J. T. Hand, Ph. D, PE Granite Construction Inc. Nevada

Green Paving Technologies Adam J. T. Hand, Ph. D, PE Granite Construction Inc. Nevada Transportation Conference March 22, 2011 Reno, NV 1

Definition of GPT v Use of Technologies for Pavement Construction, Rehabilitation & Maintenance that

Definition of GPT v Use of Technologies for Pavement Construction, Rehabilitation & Maintenance that Conserve Natural Resources, and Reduce Energy Consumption and Emissions…while Optimizing Cost Where is “Sustainable” 2

Why Green Paving Technologies? v Industry/Infrastructure Challenges v Societal Change: v US & Global

Why Green Paving Technologies? v Industry/Infrastructure Challenges v Societal Change: v US & Global Economies, Social Responsibility, Environment Stewardship, Global Warming, Energy Consumption and Emissions, Sustainability, … v Conservation of Resources: v Materials (Aggregates, Asphalt, Cement, HMA, PCC) v Energy (Refinery, Plants, Construction, Trucking, …. ) v Landfills 3

Industry Challenges v Infrastructure Condition v Economy / Funding v Asphalt and PC Supply

Industry Challenges v Infrastructure Condition v Economy / Funding v Asphalt and PC Supply / Cost v Slow Pace of Innovation and Implementation of New Technologies v Societal Changes Forcing Industry Change

Infrastructure Condition* v ≈ 35% of US Roads Poor or Mediocre Condition v ≈

Infrastructure Condition* v ≈ 35% of US Roads Poor or Mediocre Condition v ≈ 45% of Urban Highways Congested v Americans Spend 4. 2 B hrs/yr Stuck in Traffic ≈ $78 B/yr v. California Worst State: LA #1, SF #2 v Vehicle Operating and Repair Costs Due to Poor Condition ≈ $67 B/yr v Need to Spend ≈ $185 B/yr v Current Spending ≈ $70 B/yr v System Backbone of US Economy *ASCE 2009 Report Card for Americas Infrastructure: Roads

Economy / Funding v Gas Taxes Not Raised Since 1993 v Reduced Purchasing -40

Economy / Funding v Gas Taxes Not Raised Since 1993 v Reduced Purchasing -40 -50 -60 -70 -80 2011 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 -100 1996 -90 1995 v -30 1994 v ↓Vehicle Miles Traveled Improved Fuel Mileage Hybrids, Electric, … -20 1993 v -10 Percent Reduction in Purchasing Power v. Inflation v. Raising Construction / Materials Costs v. Reduced Gas Consumption 0

Changing Market Conditions v Ailing Infrastructure v Price Escalation for C, R, & M

Changing Market Conditions v Ailing Infrastructure v Price Escalation for C, R, & M v Binder (Asphalt and Cement) Supply Shortages v Environmental / Energy / Emissions Concerns v Funding Limitations v SO …, A Renewed Interest in Recycling which is Green! 7

Recycling Benefits (In-place or Other) v Conservation v Materials (aggregate, asphalt and cement binders)

Recycling Benefits (In-place or Other) v Conservation v Materials (aggregate, asphalt and cement binders) v Energy (raw materials, finished materials, trucking, etc. ) v Preservation of Environment v Landfill v Greenhouse Gases (global warming) v Sustainability v Economics v Reduce first and life cycle cost v Life cycle assessment based selection coming v Owner ultimately benefits from cost savings 8

Green C, R & M Alternatives v Processes v In-place PCC Recycling v Cold

Green C, R & M Alternatives v Processes v In-place PCC Recycling v Cold In-place Recycling HMA v Hot Central Plant Recycling HMA v Materials v Reclaimed Asphalt Pavement (RAP) v Reclaimed Asphalt Shingles (RAS) v Crumb Rubber Modified Asphalt (CRM) v Recycled Concrete Aggregate (RCA) v Warm Mix Asphalt (WMA) v Porous HMA and PCC * v Two Lift PCC * v Existing HMA, PCC, and Aggregate Base as Base 9

In-Place PCC Recycling v Pro v Con v Excellent Base Course v Geometric Constraints

In-Place PCC Recycling v Pro v Con v Excellent Base Course v Geometric Constraints v Overlay with HMA v Drainage Structures v WMA, RAP, RAS v Less Energy Rubbilization v Minimize Material Hauls Crack and Seat 10

Cold In-Place Recycling (CIPR) v Pros v Stretch Dollars Further v Less Energy Required

Cold In-Place Recycling (CIPR) v Pros v Stretch Dollars Further v Less Energy Required v Material Hauling Minimized v Most Pavement Distress Treated v Significant Structural Improvements v Ride Quality Improved v Cons v Low to Mod Traffic v Requires Wearing Surface Full Depth Reclamation CIPR HMA Depth of Cut Agg Base Depth of Cut v Rural/Larger Projects (Train) v Geometry/Profile Subgrade 11

Hot In-Place Recycling (HIPR) v Pros v Stretch Dollars Further v Less Energy Required

Hot In-Place Recycling (HIPR) v Pros v Stretch Dollars Further v Less Energy Required v Material Hauling Minimized v Near Surface Pavement Distress Treated v Ride Quality Improved v Pavement Geometrics Preserved Recycling Train Infrared Heater Scarified Surface Finished Surface v Cons v Low to Mod Traffic v Minor Structural Improvement v Rural/Larger Projects (Train) 12

Hot Central Plant Recycling v Pros v Cost Savings v Materials Savings v Energy

Hot Central Plant Recycling v Pros v Cost Savings v Materials Savings v Energy Savings v Cons v Production Rate v Additional v Feeder Bins v Separate Silos 13

Recycle Materials v All Benefits Listed v Examples: v HMA: AC 5% ($30/ton) +

Recycle Materials v All Benefits Listed v Examples: v HMA: AC 5% ($30/ton) + Agg 95% ($20/ton) v PCC: Cement ($40/yd) + Agg ($20/yd) 14

Reclaimed Asphalt Pavement (RAP) v Source: Millings, Plant Waste, R&R (chunks) v Processing: Direct

Reclaimed Asphalt Pavement (RAP) v Source: Millings, Plant Waste, R&R (chunks) v Processing: Direct to Crushing, Screening, and Stockpiling 15

Allowable %RAP (State DOTs) Recent Changes 1 2006 v 43% DOTs≤ 15%RAP Surface v

Allowable %RAP (State DOTs) Recent Changes 1 2006 v 43% DOTs≤ 15%RAP Surface v 75% DOTs ≤ 10%RAP Surface 2009 v 46% DOTs≤ 25%RAP Surface v 88% DOTs≥ 25%RAP Intermediate, Base 1 HMA 16 2010 Technology March

Reclaimed Asphalt Shingles (RAS) v Source: Tear-Offs, Manufacture Waste v Processing: Shredding, Screening, and

Reclaimed Asphalt Shingles (RAS) v Source: Tear-Offs, Manufacture Waste v Processing: Shredding, Screening, and Stockpiling v 1% RAS ≈ 6% RAP v 20 -30% AC vs. 5% AC 17

Crumb Rubber Modified (CRM) Asphalt v Source: Recycled Tires & Manufacture Waste v Ground

Crumb Rubber Modified (CRM) Asphalt v Source: Recycled Tires & Manufacture Waste v Ground and Blended with Asphalt v Crack Resistant and Quite v 1500 -2000 Tires/Lane Mile 18

Recycled Concrete Aggregates (RCA) v Source: Pavement & Structures Demolition, Plant Waste/Clean. Outs v

Recycled Concrete Aggregates (RCA) v Source: Pavement & Structures Demolition, Plant Waste/Clean. Outs v Crush, Screen, Stockpile v Excellent Base w/ or w/o Other Materials v PCC Aggregates 19

Warm Mix Asphalt (WMA) v. WMA Like HMA, but Cooler v. Typically 250 -275°F

Warm Mix Asphalt (WMA) v. WMA Like HMA, but Cooler v. Typically 250 -275°F v. Many WMA Technologies v Foam, Chemical, … v. Similar Stiffness at Reduced Temperature v. Produced/Placed with Conventional Plants/Equipment v. Many Benefits 20

WMA Benefits – Rapid Imp v Environmental v Worker Benefits v Reduced Fuel v

WMA Benefits – Rapid Imp v Environmental v Worker Benefits v Reduced Fuel v Reduced Temp/Steam Consumption v Reduced Plant Emissions v RAP Friendly v Reduced Odor v Cost Benefits v Paving Benefits v Compactability v Longer Hauls v Reduced Fuel Costs v Cool Weather Paving v ↑ RAP ↓Cost v Crack Sealer Swelling WMA HMA 21

Putting Technologies Together v RAP/RAS v RAP/WMA v RAP/RAS/WMA v CRM/RAP/RAS/WMA v Production/Equip. Capabilities

Putting Technologies Together v RAP/RAS v RAP/WMA v RAP/RAS/WMA v CRM/RAP/RAS/WMA v Production/Equip. Capabilities in Place Up to 50% RAP Capable Multiple RAP/RAS Bins Paved Yard Dust / Moisture Control

Pace of Change/Acceptance v Why Aren’t Green Technologies More Rapidly Implemented? v v v

Pace of Change/Acceptance v Why Aren’t Green Technologies More Rapidly Implemented? v v v High RAP HMA – Only 27 States with Recent Increases WMA – Only 20 States Shingles – Only 14 States CRM – Only 4 States CIPR – Only 17 States HIPR – Only 10 States v Over 30 Years Experience with Some v Accelerate Evaluation Process / Time v Lab and Test Tracks, Field v Optimize Environmental and Cost Benefits with Risk

RAP is Green! Annual Consumption/ Production Estimated Annual Savings 15% RAP 25% RAP 50%

RAP is Green! Annual Consumption/ Production Estimated Annual Savings 15% RAP 25% RAP 50% RAP Asphalt Binder, tons 23 M 2. 6 M 4. 3 M 8. 6 M Aggregate, tons 407 M 59 M 98 M 196 M 1. 0 B 1. 7 B 3. 4 B ($2. 40/ton) ($4. 00/ton) ($8. 00/ton) 12 19 37 HMA Price, $ Energy, 1012 Btu 34 B 234

Recycled Materials in HMA % Savings Material / Process Conventional HMA Recycled Material Asphalt

Recycled Materials in HMA % Savings Material / Process Conventional HMA Recycled Material Asphalt Content, Binder % Content, % Price Energy CO 2 eq AC Agg 0 0 - - - 15 4 5. 7 6. 1 4. 7 11. 5 15. 2 25 4 9. 5 10. 1 8. 0 19. 2 25. 3 Post Industrial Shingles 5 18 6. 6 7. 6 4. 5 17. 3 4. 3 Post Consumer Shingles 5 32 12. 0 13. 2 7. 4 30. 8 3. 6 WMA 0 0 0. 8 4. 3 1. 5 0. 0 RAP

Local Green Pavement Examples Bravo Ave. Chism St. Mc. Carran Blvd. Taylor St.

Local Green Pavement Examples Bravo Ave. Chism St. Mc. Carran Blvd. Taylor St.

Mc. Carran Blvd CIPR - 2002 v Plumb Ln to Lakeside Dr v Milled

Mc. Carran Blvd CIPR - 2002 v Plumb Ln to Lakeside Dr v Milled (RAP) and CIPR w/ new HMA Surface 27

Chism St WMA/RAP 2009 v 600 ton Test Section on Co. R Project w/

Chism St WMA/RAP 2009 v 600 ton Test Section on Co. R Project w/ UNR Research Project v 2” M&F with WMA and 15% RAP v People v Media v NAPA HMAT 28

Taylor St Reconstruction 2010 v In-Place Recycle Existing HMA+Base v WMA w/ 15% RAP

Taylor St Reconstruction 2010 v In-Place Recycle Existing HMA+Base v WMA w/ 15% RAP Surface Course 29

Bravo Ave Reconstruction 2010 v In-Place Recycle Existing HMA+Base v WMA w/ 15% RAP

Bravo Ave Reconstruction 2010 v In-Place Recycle Existing HMA+Base v WMA w/ 15% RAP Surface Course (7 k tons) 30

We Should ALL Be Committed to… v Recognizing Infrastructure Condition / Forecast v Maximizing

We Should ALL Be Committed to… v Recognizing Infrastructure Condition / Forecast v Maximizing Effectiveness of Declining Budget v Using Technology / Innovation to Help v Supporting Rapid Implementation of New Technology-materials and processes v Adapting to Changing and Improving Society v Change is Commonly Resisted and Engineers are Conservative…This is OUR Real Challenge!

Join and/or Use Greenroads v Greenroads Foundation is non-profit steward of Greenroads v Rating

Join and/or Use Greenroads v Greenroads Foundation is non-profit steward of Greenroads v Rating system, manual, infrastructure, trained staff and BOD v Roadway design and construction sustainability rating system v Now accepting projects, members, sponsors and volunteers v Projects can apply at: www. greenroads. us 32

Connect online: www. greenroads. us 33

Connect online: www. greenroads. us 33

Closing v Thank You! v Questions? 34

Closing v Thank You! v Questions? 34