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1 Emissions and Energy in the Asphalt Paving Industry Chris Robinette January 18, 2010 National Asphalt Pavement Association
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2 ?Question? What are the considerations for HMA carbon footprint?
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3 Life Cycle Assessment Crude oil extraction and refining Aggregate extraction and processing Transportation of raw materials Plant production Transportation of finished product Placement
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4 ?Question? Why is our carbon footprint important?
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5 Environmental Awareness
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6 ?Question? How is HMA carbon footprint information being used?
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7 Instances of Use Sacramento Municipal Utility District (SMUD) Residential customer purchase of carbon offset Promotion of alternative technologies Warm mix asphalt for Sacramento Regional Transit Authority RAP in HMA for various agencies Hot in-place recycling on SR 542 (Washington) Promotion of Green activities Marvin M Black Award - AGC
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8 Information Sources NCHRP 214 Colas Group PaLATEAthenaContractor Data 19802003 20062009 Energy Consumption, Btu XXXXX Emissions Generation, CO 2eq XXXX Conservation of Resources, ton X
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9 Upstream – To Produce One Ton of Material* Asphalt Binder 600,000 to 4,200,000-Btu 280 to 675-lb CO 2eq Aggregate 15,000 to 52,000-Btu 3 to 20-lb CO 2eq *Values based on multiple references
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10 Haul distance Method of transportation Truck – 155-ton-miles/gallon – 25-tons/truck Rail – 436-ton-miles/gallon – 143-tons/car Barge – 576-ton-miles/gallon – 1,500-tons/boat Type of fuel consumed Diesel ~139,000-Btu/gallon ~22.6-lbs CO 2eq /gallon Gasoline ~124,000-Btu/gallon ~20.0-lbs CO 2eq /gallon Transportation of Raw Materials and Finished Product
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11 Plant CO 2 Emissions, lb/ton *Based on EPA AP-42 Emission Factors for a drum mix hot plant
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12 Equipment composition Type of equipment engines Productivity Fuel used Placement
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13 ?Question? What is the benefit to using RAP?
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14 RAP in HMA – Emissions & Energy Analysis* Material / ProcessRecycled Material Content, % Recycled Asphalt Binder Content, % Emissions, Approx. CO 2eq /ton Energy, Approx. Btu/ton Conventional HMA00104.89533,333 RAP 15498.59501,778 15597.76495,544 25494.39480,741 25593.01470,352 *percent savings in comparison to conventional alternative
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15 RAP in HMA – Natural Resource Analysis* Material / ProcessRecycled Material Content, % Recycled Asphalt Binder Content, % Asphalt, ton/ton Agg, ton/ton Conventional HMA00-- RAP 15411.515.1 15514.415.0 25419.225.3 25524.025.1 *percent savings in comparison to conventional alternative
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16 ?Question? What about warm mix and asphalt shingles?
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17 Shingles & WMA – Emissions & Energy Analysis* Material / ProcessRecycled Material Content, % Recycled Asphalt Binder Content, % Emissions, Approx. CO 2eq /ton Energy, Approx. Btu/ton Conventional HMA00104.89533,333 Post Industrial Asphalt Shingles** 5.018.098.94493,724 5.023.097.29481,256 Post Consumer Asphalt Shingles** 5.032.095.09464,633 5.040.092.89448,009 Warm Mix Asphalt--102.90510,977 *percent savings in comparison to conventional alternative **Effective contribution of asphalt binder from asphalt shingles will influence savings
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18 Shingles & WMA – Natural Resource Analysis* Material / ProcessRecycled Material Content, % Recycled Asphalt Binder Content, % Asphalt, ton/ton Agg, ton/ton Conventional HMA00-- Post Industrial Asphalt Shingles** 5.018.017.34.3 5.023.023.14.0 Post Consumer Asphalt Shingles** 5.032.030.83.6 5.040.038.53.2 Warm Mix Asphalt--0.0 *percent savings in comparison to conventional alternative **Effective contribution of asphalt binder from asphalt shingles will influence savings
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19 ?Question? Are there other considerations?
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20 Life Cycle Assessment Format Reconstruction M&F CS Salvage IC 0 71114192328323740 IC = Initial CostCS = Crack SealM&F = Mill & Fill CS
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21 Expected Service Life Representative Range Representative Value HMA12 – 1814 Fog Seal1 – 32 Crack Sealing2 – 54 Slurry Seal3 – 75 Chip Seal3 – 106
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22 Life Cycle Assessment Similar approach to previously presented Considerations Estimated life Price of rehabilitation/maintenance Discount rate Analysis period Salvage value – end of life Additional savings seen in LCA
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23 ?Question? Are there other opportunities?
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24 Operation Estimated Emissions Generation, lbs CO 2eq /yd 2 -in
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25 Operation Estimated Energy Consumption, Btu/yd 2 -in
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26 Material Stabilization AASHTO 93’ Design Guide Representative layer coefficients Untreated aggregate base – 0.14 Recycled aggregate base – 0.16 Emulsion stabilized aggregate base – 0.22 Cement stabilized aggregate base – 0.22 Cement stabilized subgrade – 0.16 Lime stabilized subgrade – 0.15 Design equivalent pavement structures Low volume facility ~1,000,000-ESALs
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27 HMA 5.0-in Conv. AB 11.0-in Subgrade Rec. AB 9.5-in Subgrade Emul. Stab AB 7.0-in Subgrade Cement Stab Subgrade 9.5-in Subgrade Lime Stab Subgrade 10.0-in Subgrade Cement Stab AB 7.0-in Subgrade HMA 5.0-in Stabilization – Environmental Analysis Energy, % Savings (measured in Btu/yd 2 ) -12.35.5-7.92.112.6 Emissions, % Savings (measured in CO 2eq /yd 2 ) -6.8-0.2-33.91.86.2
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28 HMA 5.0-in Conv. AB 11.0-in Subgrade Rec. AB 9.5-in Subgrade Emul. Stab AB 7.0-in Subgrade Cement Stab Subgrade 9.5-in Subgrade Lime Stab Subgrade 10.0-in Subgrade Cement Stab AB 7.0-in Subgrade HMA 5.0-in Stabilization – Natural Resource Analysis Asphalt Binder, % Savings (measured in ton/yd 2 ) -0.0-52.80.0 Aggregate, % Savings (measured in ton/yd 2 ) -9.325.824.968.4
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29 Summary Emissions is dependent upon fuel source Benefits of RAP are up stream of the hot plant Warm mix asphalt reduces greenhouse gas emissions and energy consumption There are other opportunities to be Green Why is this information important? Painting the construction industry Green
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?Question? What does 2,800 represent? 30
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What Produces More CO 2 ? 31 vs
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US Cattle (Beef & Dairy) 104,000,000-head of cattle in US (2007) 145,615,000-tons of CO 2eq emitted annually 32 University of Missouri - Columbia & US EPA
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Tale of the Tape 33 vs 145,615,000-tons CO 2eq /year 28,875,000-tons CO 2eq /year Assumes no RAP Difference of 116,740,000-tons CO 2eq /year
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34 What Can We Do to Reduce Global Warming?
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35 Questions
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