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Erschienen in: The International Journal of Life Cycle Assessment 4/2019

15.05.2018 | ROADWAYS AND INFRASTRUCTURE

Environmental and economic impact of using new-generation wide-base tires

verfasst von: Seunggu Kang, Imad L. Al-Qadi, Hasan Ozer, Mojtaba Ziyadi, John T. Harvey

Erschienen in: The International Journal of Life Cycle Assessment | Ausgabe 4/2019

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Abstract

Purpose

New-generation wide-base tire (NG-WBT) is known for improving fuel economy and at the same time for potentially causing a greater damage to pavement. No study has been conducted to evaluate the net environmental saving of the combined system of pavements and NG-WBT. This study adopted a holistic approach (life cycle assessment [LCA] and life cycle costing [LCC]) to quantitatively evaluate the environmental and economic impact of using NG-WBT.

Methods

The net effect of different levels of market penetration of NG-WBT on energy consumption, global warming potential (GWP), and cost based on the fatigue cracking and rutting performance of two different asphalt concrete (AC) pavement structures was evaluated. The performance of pavements was determined based on pavement design lives; pavement surface characteristics, and pavement critical strain responses obtained from the artificial neural network (ANN) based on finite element (FE) simulations were used to calculate design lives of pavements. Based on the calculated design lives, life cycle inventory (LCI) and cost databases, and rolling resistance (RR) models previously developed by the University of Illinois at Urbana-Champaign (UIUC) were used to calculate the environmental and economic impact of the combined system.

Results and discussion

The fuel economy improvement using NG-WBT is 1.5% per axle. Scenario-based case studies were conducted. Considering 0% NG-WBT market penetration (or 100% standard dual tire assembly [DTA]) as a baseline, scenario 1 assumed the same fatigue and rutting potential between NG-WBT and DTA; therefore, the only difference came from fuel economy improvement of using NG-WBT. In scenario 2, pavement fatigue cracking potential determined the pavement design life; both thick and thin AC overlay sections experienced positive net environmental savings, but mixed net economic savings. In scenario 3, pavement rutting potential determined the pavement design life; the thick AC overlay section experienced positive net environmental savings, but mixed net economic savings. The thin section experienced negative net environmental and economic savings.

Conclusions

The outcomes of scenario-based case studies indicated that NG-WBT can result in significant savings in life cycle energy consumption and cost, and GWP; however, these benefits were sensitive to the method used to determine the pavement performance; especially, a small change in pavement strain can result in significant change in pavement life. In addition, the effect of fuel price/economy improvement, discount rate, and International Roughness Index (IRI) threshold values was studied in the sensitivity analyses.

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Literatur
Zurück zum Zitat Al-Qadi IL, Elseifi MA (2007) New generation of wide base tire and its impacts on trucking operations, environment, and pavements. Trans Res Rec, No. 2008:100–109CrossRef Al-Qadi IL, Elseifi MA (2007) New generation of wide base tire and its impacts on trucking operations, environment, and pavements. Trans Res Rec, No. 2008:100–109CrossRef
Zurück zum Zitat Al-Qadi IL, Elseifi M, Yoo PJ (2004) Pavement damage due to different tires and vehicle configurations. Virginia Tech Transportation Institute, Blacksburg Al-Qadi IL, Elseifi M, Yoo PJ (2004) Pavement damage due to different tires and vehicle configurations. Virginia Tech Transportation Institute, Blacksburg
Zurück zum Zitat Bonaquist R (1992) An Assessment of the Increased Damage Potential of Wide Base Single Tires. 7th International Conference on Asphalt Pavements, Nottingham, UK, pp 1–16 Bonaquist R (1992) An Assessment of the Increased Damage Potential of Wide Base Single Tires. 7th International Conference on Asphalt Pavements, Nottingham, UK, pp 1–16
Zurück zum Zitat Brock JD, Richmond JL (2006) Milling and Recycling. Technical Paper T-127. Astec, Inc., Chattanooga, TN Brock JD, Richmond JL (2006) Milling and Recycling. Technical Paper T-127. Astec, Inc., Chattanooga, TN
Zurück zum Zitat Chatti K, Zaabar I (2012) Estimating the effects of pavement condition on vehicle operating costs. Report 720, Transportation Research Board (TRB), Washington D.C., 2012 Chatti K, Zaabar I (2012) Estimating the effects of pavement condition on vehicle operating costs. Report 720, Transportation Research Board (TRB), Washington D.C., 2012
Zurück zum Zitat Davis S, Williams SE, Boundy RG (2017) Transportation energy data book edition 36. Office of Energy Efficiency and Renewable Energy, U.S. Department of Energy Davis S, Williams SE, Boundy RG (2017) Transportation energy data book edition 36. Office of Energy Efficiency and Renewable Energy, U.S. Department of Energy
Zurück zum Zitat EarthShift (2013) US-Ecoinvent database. Version 2.2. [database]. In: Swiss center for life-cycle inventories. St-Gallen, Switzerland EarthShift (2013) US-Ecoinvent database. Version 2.2. [database]. In: Swiss center for life-cycle inventories. St-Gallen, Switzerland
Zurück zum Zitat Franzese O, Knee HE, Slezak L (2010) Effect of wide-based single tires on fuel efficiency of class 8 combination trucks. Trans Res Rec, No 2191:1–7CrossRef Franzese O, Knee HE, Slezak L (2010) Effect of wide-based single tires on fuel efficiency of class 8 combination trucks. Trans Res Rec, No 2191:1–7CrossRef
Zurück zum Zitat GENIVAR Consulting Group (2005) Economic study use of supersingle tires by heavy vehicles operating in Québec. Report published by GENIVAR consulting group, Montreal, Canada GENIVAR Consulting Group (2005) Economic study use of supersingle tires by heavy vehicles operating in Québec. Report published by GENIVAR consulting group, Montreal, Canada
Zurück zum Zitat Golestani B, Nam B H, Ercan T, Tatari O (2017) Life-cycle carbon, energy, and cost analysis of utilizing municipal solid waste bottom ash and recycled asphalt shingle in hot-mix asphalt. Paper presented at the GEOTECH SP, (GSP 276) 333–344. doi:https://doi.org/10.1061/9780784480434.036 Golestani B, Nam B H, Ercan T, Tatari O (2017) Life-cycle carbon, energy, and cost analysis of utilizing municipal solid waste bottom ash and recycled asphalt shingle in hot-mix asphalt. Paper presented at the GEOTECH SP, (GSP 276) 333–344. doi:https://​doi.​org/​10.​1061/​9780784480434.​036
Zurück zum Zitat Greenhouse gases, regulated emissions, and energy use in transportation (GREET) (rev2) (2012) Argonne National Laboratory, Chicago Greenhouse gases, regulated emissions, and energy use in transportation (GREET) (rev2) (2012) Argonne National Laboratory, Chicago
Zurück zum Zitat Gungor OE, Hernandez JA, Gamez A, Al-Qadi IL (2016) Quantitative assessment of the effect of wide-base tires on pavement response by finite element analysis. Transp Res Rec, No. 2590:37–43CrossRef Gungor OE, Hernandez JA, Gamez A, Al-Qadi IL (2016) Quantitative assessment of the effect of wide-base tires on pavement response by finite element analysis. Transp Res Rec, No. 2590:37–43CrossRef
Zurück zum Zitat Hernandez JA, Gamez A, Al-Qadi IL (2016) Effect of wide-base tires on nationwide flexible pavement systems. Transp Res Rec, No 2590:104–112CrossRef Hernandez JA, Gamez A, Al-Qadi IL (2016) Effect of wide-base tires on nationwide flexible pavement systems. Transp Res Rec, No 2590:104–112CrossRef
Zurück zum Zitat International Organization for Standardization (ISO) (2006) Environmental management—life-cycle assessment—requirements and guidelines. ISO 14044:2006(E). Geneva, Switzerland International Organization for Standardization (ISO) (2006) Environmental management—life-cycle assessment—requirements and guidelines. ISO 14044:2006(E). Geneva, Switzerland
Zurück zum Zitat Kang M, Adams TM (2007) Local calibration for fatigue cracking models used in the mechanistic empirical pavement design guide. Mid-Continent Transportation Research Symposium, Ames, Iowa Kang M, Adams TM (2007) Local calibration for fatigue cracking models used in the mechanistic empirical pavement design guide. Mid-Continent Transportation Research Symposium, Ames, Iowa
Zurück zum Zitat Kang S, Yang R, Ozer H, Al-Qadi IL (2014) Life-cycle greenhouse gases and energy consumption for the material and construction phases of pavement with traffic delay. Trans Res Rec 2428:27–34CrossRef Kang S, Yang R, Ozer H, Al-Qadi IL (2014) Life-cycle greenhouse gases and energy consumption for the material and construction phases of pavement with traffic delay. Trans Res Rec 2428:27–34CrossRef
Zurück zum Zitat Kang S, Ziyadi M, Ozer H, Al-Qadi IL (2018) Variable impact transportation (VIT) model for energy and environmental impact of hauling truck operation. Int J Life Cycle Assess (submitted) Kang S, Ziyadi M, Ozer H, Al-Qadi IL (2018) Variable impact transportation (VIT) model for energy and environmental impact of hauling truck operation. Int J Life Cycle Assess (submitted)
Zurück zum Zitat Kang S (2013) The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using MOVES. M.S. thesis. University of Illinois at Urbana-Champaign, Urbana, IL Kang S (2013) The development of a regional inventory database for the material phase of the pavement life-cycle with updated vehicle emission factors using MOVES. M.S. thesis. University of Illinois at Urbana-Champaign, Urbana, IL
Zurück zum Zitat Kendall A (2007) Concrete infrastructure sustainability: life cycle metrics, materials design, and optimized distribution of cement production. PhD dissertation. University of Michigan Kendall A (2007) Concrete infrastructure sustainability: life cycle metrics, materials design, and optimized distribution of cement production. PhD dissertation. University of Michigan
Zurück zum Zitat Lu Q, Kohler E, Harvey J, Ongel A (2009) Investigation of noise and durability performance trends for asphaltic pavement surface types: three-year results. UCPRC-RR-2009-01. www.ucprc.ucdavis.edu/pdf/UCPRC-RR-2009-01.pdf. Report published by University of California Pavement Research Center, Davis and Berkeley, CA Lu Q, Kohler E, Harvey J, Ongel A (2009) Investigation of noise and durability performance trends for asphaltic pavement surface types: three-year results. UCPRC-RR-2009-01. www.​ucprc.​ucdavis.​edu/​pdf/​UCPRC-RR-2009-01.​pdf. Report published by University of California Pavement Research Center, Davis and Berkeley, CA
Zurück zum Zitat Markstaller M, Pearson A, Janajreh I (2000) On vehicle testing of Michelin new wide base tire, Michelin Americas R&D Corporation, SAE International, 2000–01-3432 Markstaller M, Pearson A, Janajreh I (2000) On vehicle testing of Michelin new wide base tire, Michelin Americas R&D Corporation, SAE International, 2000–01-3432
Zurück zum Zitat Motor vehicle emissions simulator (MOVES) 2014a Model (2016) U.S. Environmental Protection Agency. [Software]. Washington DC Motor vehicle emissions simulator (MOVES) 2014a Model (2016) U.S. Environmental Protection Agency. [Software]. Washington DC
Zurück zum Zitat Mukherjee A, Cass D (2012) Project emissions estimator. Implementation of a Project-Based Framework for Monitoring the Greenhouse Gas Emissions of Pavement Transp Res Rec 2282:91–99 Mukherjee A, Cass D (2012) Project emissions estimator. Implementation of a Project-Based Framework for Monitoring the Greenhouse Gas Emissions of Pavement Transp Res Rec 2282:91–99
Zurück zum Zitat Ponniah J, Madill R, Marchand S, Corredor A, Haas R, Lane B (2010) Challenges in decreasing greenhouse gas emissions by increasing the axle load permitted on wide base single tires. Annual conference of the transportation Association of Canada, Halifax, Nova Scotia Ponniah J, Madill R, Marchand S, Corredor A, Haas R, Lane B (2010) Challenges in decreasing greenhouse gas emissions by increasing the axle load permitted on wide base single tires. Annual conference of the transportation Association of Canada, Halifax, Nova Scotia
Zurück zum Zitat Santero NJ (2009) Pavements and the environment: a life-cycle assessment approach. PhD dissertation. University of California, Berkeley Santero NJ (2009) Pavements and the environment: a life-cycle assessment approach. PhD dissertation. University of California, Berkeley
Zurück zum Zitat Santero NJ, Masanet E, Horvath A (2011) Life-cycle assessment of pavements. Part I: critical review. Resour Conserv Recycl 55(9–10):801–809CrossRef Santero NJ, Masanet E, Horvath A (2011) Life-cycle assessment of pavements. Part I: critical review. Resour Conserv Recycl 55(9–10):801–809CrossRef
Zurück zum Zitat Trupia L, Parry T, Neves LC, Lo Presti D (2017) Rolling resistance contribution to a road pavement life cycle carbon footprint analysis. Int J Life Cycle Assess 22(6):972–985CrossRef Trupia L, Parry T, Neves LC, Lo Presti D (2017) Rolling resistance contribution to a road pavement life cycle carbon footprint analysis. Int J Life Cycle Assess 22(6):972–985CrossRef
Zurück zum Zitat Tseng E (2012) The construction of pavement performance models for the California Department of Transportation new pavement management system. Master’s Thesis. University of California, Davis Tseng E (2012) The construction of pavement performance models for the California Department of Transportation new pavement management system. Master’s Thesis. University of California, Davis
Zurück zum Zitat U.S. Environmental Protection Agency (2004) A glance at clean freight strategies—single wide-based tires. Report no. EPA420-F-04-004. Office of Transportation and Air Quality, Washington, DC U.S. Environmental Protection Agency (2004) A glance at clean freight strategies—single wide-based tires. Report no. EPA420-F-04-004. Office of Transportation and Air Quality, Washington, DC
Zurück zum Zitat Von Quintus HL, Yau A, Witczak MW, Andrei D, Houston WN (2001) Appendix OO-1: background and preliminary smoothness prediction models for flexible pavements. Guide for mechanistic-empirical design of new and rehabilitated pavement structures Final Report NCHRP 1-37A Project. Transportation Research Board, Washington, DC Von Quintus HL, Yau A, Witczak MW, Andrei D, Houston WN (2001) Appendix OO-1: background and preliminary smoothness prediction models for flexible pavements. Guide for mechanistic-empirical design of new and rehabilitated pavement structures Final Report NCHRP 1-37A Project. Transportation Research Board, Washington, DC
Zurück zum Zitat Wang T, Lee IS, Harvey J, Kendall A, Lee EB, Kim C (2012a) UCPRC Life Cycle Assessment Methodology and Initial Case Studies on Energy Consumption and GHG Emissions for CAPM Treatments with Different Rolling Resistance. UCPRC-RR-2012-02. www.ucprc.ucdavis.edu/PDF/UCPRC-RR-2012-02.pdf. Report published by University of California Pavement Research Center (UCPRC), Davis and Richmond, CA Wang T, Lee IS, Harvey J, Kendall A, Lee EB, Kim C (2012a) UCPRC Life Cycle Assessment Methodology and Initial Case Studies on Energy Consumption and GHG Emissions for CAPM Treatments with Different Rolling Resistance. UCPRC-RR-2012-02. www.​ucprc.​ucdavis.​edu/​PDF/​UCPRC-RR-2012-02.​pdf. Report published by University of California Pavement Research Center (UCPRC), Davis and Richmond, CA
Zurück zum Zitat Wang T, Lee IS, Kendall A, Harvey J, Lee EB, Kim C (2012b) Life cycle energy consumption and GHG emission from pavement rehabilitation with different rolling resistance. J Clean Prod 33:86–96CrossRef Wang T, Lee IS, Kendall A, Harvey J, Lee EB, Kim C (2012b) Life cycle energy consumption and GHG emission from pavement rehabilitation with different rolling resistance. J Clean Prod 33:86–96CrossRef
Zurück zum Zitat Yang R, Kang S, Ozer H, Al-Qadi IL (2015) Environmental and economic analyses of recycled asphalt concrete mixtures based on material production and potential performance. Resour Conserv Recy 104:141–151CrossRef Yang R, Kang S, Ozer H, Al-Qadi IL (2015) Environmental and economic analyses of recycled asphalt concrete mixtures based on material production and potential performance. Resour Conserv Recy 104:141–151CrossRef
Zurück zum Zitat Yu B, Lu Q (2012) Life-cycle assessment of pavement: methodology and case study. Transp Res Part D: Transp Environ 17(5):380–388CrossRef Yu B, Lu Q (2012) Life-cycle assessment of pavement: methodology and case study. Transp Res Part D: Transp Environ 17(5):380–388CrossRef
Zurück zum Zitat Zhang H, Lepech MD, Keoleian GA, Qian SZ, Li VC (2010) Dynamic life-cycle modeling of pavement overlay systems: capturing the impacts of users, construction, and roadway deterioration. J Infrastruct Syst 16(4):299–309CrossRef Zhang H, Lepech MD, Keoleian GA, Qian SZ, Li VC (2010) Dynamic life-cycle modeling of pavement overlay systems: capturing the impacts of users, construction, and roadway deterioration. J Infrastruct Syst 16(4):299–309CrossRef
Zurück zum Zitat Ziyadi M, Al-Qadi IL (2017) Efficient surrogate method for predicting pavement response to various tire configurations. Neural Comput Appl 28(6):1355–1367CrossRef Ziyadi M, Al-Qadi IL (2017) Efficient surrogate method for predicting pavement response to various tire configurations. Neural Comput Appl 28(6):1355–1367CrossRef
Zurück zum Zitat Ziyadi M, Ozer H, Kang S, Al-Qadi IL (2018) Pavement roughness-related vehicle energy consumption and an environmental impact calculation model for transportation sector. J Clean Prod 174:424–436CrossRef Ziyadi M, Ozer H, Kang S, Al-Qadi IL (2018) Pavement roughness-related vehicle energy consumption and an environmental impact calculation model for transportation sector. J Clean Prod 174:424–436CrossRef
Metadaten
Titel
Environmental and economic impact of using new-generation wide-base tires
verfasst von
Seunggu Kang
Imad L. Al-Qadi
Hasan Ozer
Mojtaba Ziyadi
John T. Harvey
Publikationsdatum
15.05.2018
Verlag
Springer Berlin Heidelberg
Erschienen in
The International Journal of Life Cycle Assessment / Ausgabe 4/2019
Print ISSN: 0948-3349
Elektronische ISSN: 1614-7502
DOI
https://doi.org/10.1007/s11367-018-1480-6

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