Skip to main content
Log in

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

  • ROADWAYS AND INFRASTRUCTURE
  • Published:
The International Journal of Life Cycle Assessment Aims and scope Submit manuscript

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.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

Abbreviations

AC:

Asphalt concrete

AI:

Asphalt Institute

ANN:

Artificial neural network

DTA:

Dual tire assembly

EI:

Ecoinvent

FE:

Finite element

GHG:

Greenhouse gas

GWP:

Global warming potential

IRI:

International roughness index

LCC:

Life cycle costing

LCI:

Life cycle inventory

MPD:

Mean profile depth

NG-WBT:

New-generation wide-base tire

RAP:

Reclaimed asphalt pavement

RR:

Rolling resistance

UIUC:

University of Illinois at Urbana-Champaign

References

  • 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. 2008:100–109

    Article  Google Scholar 

  • Al-Qadi IL, Elseifi M, Yoo PJ (2004) Pavement damage due to different tires and vehicle configurations. Virginia Tech Transportation Institute, Blacksburg

    Google Scholar 

  • 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

    Google Scholar 

  • Brock JD, Richmond JL (2006) Milling and Recycling. Technical Paper T-127. Astec, Inc., Chattanooga, TN

    Google Scholar 

  • California Department of Transportation (2011) 2011 Contract Cost Data. Retrieved from http://www.dot.ca.gov/hq/esc/oe/awards/2011CCDB/2011ccdb.pdf

  • 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

  • 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

  • EarthShift (2013) US-Ecoinvent database. Version 2.2. [database]. In: Swiss center for life-cycle inventories. St-Gallen, Switzerland

    Google Scholar 

  • 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 2191:1–7

    Article  Google Scholar 

  • GENIVAR Consulting Group (2005) Economic study use of supersingle tires by heavy vehicles operating in Québec. Report published by GENIVAR consulting group, Montreal, Canada

  • 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

  • Greenhouse gases, regulated emissions, and energy use in transportation (GREET) (rev2) (2012) Argonne National Laboratory, Chicago

  • 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. 2590:37–43

    Article  Google Scholar 

  • Harvey J, Kendall A, Lee IS, Santero NJ, Van Dam T, Wang T (2011) Pavement life cycle assessment workshop: discussion summary and guidelines. UCPRC-TM-2010-03. www.dot.ca.gov/research/researchreports/reports/2010/2010-05_task_1897_pavement.pdf. Report published by University of California Pavement Research Center, Davis and Berkeley, CA

  • Hernandez JA, Al-Qadi IL (2016) Hyperelastic modeling of wide-base tire and prediction of its contact stresses. J Eng Mech 142(2):04015084. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001007

    Article  Google Scholar 

  • Hernandez JA, Gamez A, Al-Qadi IL (2016) Effect of wide-base tires on nationwide flexible pavement systems. Transp Res Rec, No 2590:104–112

    Article  Google Scholar 

  • International Organization for Standardization (ISO) (2006) Environmental management—life-cycle assessment—requirements and guidelines. ISO 14044:2006(E). Geneva, Switzerland

  • 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

    Google Scholar 

  • 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 2428:27–34

    Article  Google Scholar 

  • 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 (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

    Google Scholar 

  • Kendall A (2007) Concrete infrastructure sustainability: life cycle metrics, materials design, and optimized distribution of cement production. PhD dissertation. University of Michigan

  • Kerali HGR (2002) Overview of HDM-4. The Highway Development and Management Series Collection, The World Road Association (PIARC) Retrieved from http://www.lpcb.org/index.php/documents/hdm-4/general/38-2003-hdm-4-overview-of-hdm-4/file

    Google Scholar 

  • 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

  • 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

  • Michelin X-One Brochure (2009) Report No MWL41924. Retrieved from http://www.michelintruck.com/assets/pdf/XONE%20Brochure_May2009.pdf

  • Motor vehicle emissions simulator (MOVES) 2014a Model (2016) U.S. Environmental Protection Agency. [Software]. Washington DC

  • 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

    Google Scholar 

  • North American Council for Freight Efficiency (NACFE) (2010) Executive report—wide base tires. Retrieved from http://nacfe.org/executive-report-2/. NACFE

  • Ozer H, Yang R, Al-Qadi IL (2017) Quantifying sustainable strategies for the construction of highway pavements in Illinois. Transport Res D-TR E 51:1–13. https://doi.org/10.1016/j.trd.2016.12.005

    Article  Google Scholar 

  • 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

  • Santero NJ (2009) Pavements and the environment: a life-cycle assessment approach. PhD dissertation. University of California, Berkeley

  • Santero NJ, Masanet E, Horvath A (2011) Life-cycle assessment of pavements. Part I: critical review. Resour Conserv Recycl 55(9–10):801–809

    Article  Google Scholar 

  • 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):972–985

    Article  CAS  Google Scholar 

  • 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

  • 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

  • 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

  • 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, 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 33:86–96

    Article  Google Scholar 

  • Weber R (2002) Is it super to go single? Refrig Transp Retrieved from http://refrigeratedtransporter.com/archive/it-super-go-single

  • 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 104:141–151

    Article  Google Scholar 

  • Yu B, Lu Q (2012) Life-cycle assessment of pavement: methodology and case study. Transp Res Part D: Transp Environ 17(5):380–388

    Article  CAS  Google Scholar 

  • 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):299–309

    Article  Google Scholar 

  • Ziyadi M, Al-Qadi IL (2017) Efficient surrogate method for predicting pavement response to various tire configurations. Neural Comput Appl 28(6):1355–1367

    Article  Google Scholar 

  • 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 174:424–436

    Article  Google Scholar 

Download references

Acknowledgements

Authors are representatives of the Illinois Center for Transportation (ICT), and UCPRC.

Funding

This project is funded by the Federal Highway Administration (FHWA); inputs provided by Eric Weaver from the FHWA are greatly appreciated.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Seunggu Kang.

Ethics declarations

The contents of this report reflect the view of authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official view of policies of the FHWA, ICT, or UCPRC. This paper does not constitute a standard, specification, or regulations.

Additional information

Responsible editor: Omer Tatari

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kang, S., Al-Qadi, I.L., Ozer, H. et al. Environmental and economic impact of using new-generation wide-base tires. Int J Life Cycle Assess 24, 753–766 (2019). https://doi.org/10.1007/s11367-018-1480-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11367-018-1480-6

Keywords

Navigation