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Life cycle environmental impact assessment of a bridge with different strengthening schemes

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

Abstract

Purpose

A large number of highway bridges have been constructed in China since 1980s. Most of the aging bridges are in need of strengthening, which will lead to consuming big amounts of material and energy resources, producing air emissions and solid waste. This paper made a life cycle assessment for a highway bridge with four different strengthening plans by using Eco-indicator 99 to figure a total environmental impact score of the bridge.

Methods

Based on analyzing the life cycle assessment (LCA) investigations of bridges, the adopted LCA method for the highway bridge tracks materials and energy resources through the various stages of the bridge life cycle including production, transportation, construction, strengthening, and demolition, considering the impact of vehicle detours during strengthening construction, to calculate environmental impact for ecosystem quality, human health, energy, and resources. This is done for four strengthening schemes, which are traditionally compared based only on the basis of economic cost. In order to account for the variability of critical input variables, a Monte Carlo simulation was performed to estimate the variability of environmental scores associated with the transportation distance, the average fuel consumption for each vehicle, detouring distance, the structure closure period, and maintenance times. Ten thousand iterations were conducted based on previous studies.

Results and discussion

The analysis shows that the maintenance phase alone contributes about 66 % of the total environmental impact (including detouring stage 50 %, repaving bridge deck 12 %, strengthening 4 %), followed by material production stage (approximately 40 %). Of the four strengthening plans, plan 1 and plan 3 have relatively greater contributions in terms of environmental damage while the cost budgets are much lower. On the contrary, plan 2 and plan 4 have lower environmental burdens but cost much more. Sensitivity analysis shows that the damage to resources and ecosystem quality are more sensitive to the variation of parameters.

Conclusions

A life cycle assessment for a highway bridge in China with four different strengthening plans is conducted by using Eco-indicator 99 to figure a total environmental impact score of the bridge. It determines that the maintenance phase contributes the most to the environment deterioration. This study also shows that the energy consumptions and pollutant emissions related to traffic disruption during maintenance operations should not be excluded. Regarding the strengthening plans, it can be concluded that the environmental impact of bonding carbon fiber-reinforced polymer is fewer than that of bonding steel plates.

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References

  • Bare JC, Hofstetter P, Pennington DW, Udo de Haes HA (2000) Midpoints versus endpoints: The sacrifices and benefits. Int J LCA 5(6):319–326

  • Bilec M, Ries R, Matthews HS, Sharrard AL (2006) Example of a hybrid life-cycle assessment of construction processes. J Infrast Syst 12(4):207–215

    Article  Google Scholar 

  • Bouhaya L, Le Roy R, Feraille Fresnet A (2009) Simplified environmental study on innovative bridge structure. Environ Sci Technol 43(6):2066–2071

    Article  CAS  Google Scholar 

  • Carnegie Mellon University (2015) EIO-LCA tool. Available at: www.eiolca.net. Accessed 19 June 2015

  • Chris TH, Lester BL, Scott H (2006) Environmental life cycle assessment of goods and services, resources for the future, the United States of America

  • Collings D (2006) An environmental comparison of bridge forms. Proceedings of the Institution of Civil Engineers. J Bridge Eng 159(4):163–168

  • Du G, Karoumi R (2012) Life cycle assessment of a railway bridge: comparison of two superstructure designs. Struct Infrastruct Eng 9(11):1149–1160

    Article  Google Scholar 

  • Du G, Karoumi R (2014) Life cycle assessment framework for railway bridges: literature survey and critical issues. Struct Infrastruct Eng 10(3):277–294

    Article  Google Scholar 

  • European reference Life Cycle Database (ELCD) (2012) available at: http://lca.jrc.ec.europa.eu/lcainfohub/datasetCategories.vm. Accessed May 2012

  • Frangopol DM, Lin KY, Estes AC (1997) Life-cycle cost design of deteriorating structures. J Struct Eng 123(10):1390–1401

    Article  Google Scholar 

  • Gervásio H, Da Silva LS (2008) Comparative life cycle analysis of steel-concrete composite bridges. Struct Infrastruct Eng 4(4):251–269

    Article  Google Scholar 

  • Goedkoop M, Spriensma R (2000) The Eco-indicator 99: a damage oriented method for life cycle impact assessment—methodology report. Available at: www.pre.nl

  • Gu LJ, Lin BR, Gu DJ, Zhu YX (2008) End-point model for life cycle impact assessment of Chinese building. Sci China 53(15):1858–1863

    Google Scholar 

  • Hammervold J, Reenaas M, Brattebø H (2009) Environmental effects-life cycle assessment of bridges. SubProject 2 (SP2), ETSI Project (Stage 2), Norwegian University of Science and Technology, Norway

  • Hammervold J, Reenaas M, Brattebø H (2013) Environmental life cycle assessment of bridges. J Bridg Eng 18(2):153–161

    Article  Google Scholar 

  • Hendrickson CT, Horvath A (2000) Resource use and environmental emissions of US construction sectors. J Constr Eng Manag 126(1):38–44

    Article  Google Scholar 

  • Horvath A, Hendrickson C (1998) Steel versus steel-reinforced concrete bridges: environmental assessment. J Infrastruct Syst 4(3):111–117

    Article  Google Scholar 

  • ISO:14040 (2006) Environmental management–life cycle assessment–principles and framework. ISO-International Organization for Standardization

  • ISO:14044 (2006) Environmental management–life cycle assessment–requirements and guidelines. ISO-International Organization for Standardization

  • Itoh Y, Kitagawa T (2003) Using CO2 emission quantities in bridge life cycle analysis. Eng Struct 25(5):565–577

    Article  Google Scholar 

  • Jönsson Å, Tillman AM, Svensson T (1997) Life cycle assessment of flooring materials: case study. Build Environ 32(3):245–255

  • JTG D62 (2004) Code for design of highway reinforced concrete and prestressed concrete bridges and culverts. Ministry of Transport of the People’s Republic of China

  • JTG/T J22 (2008) Specifications for strengthening design of highway bridges. Ministry of Transport of the People’s Republic of China

  • Keoleian GA, Kendall A, Dettling JE, Smith VM, Chandler RF, Lepech MD, Li VC (2005) Life cycle modelling of concrete bridge design: comparison of engineered cementitious composite link slabs and conventional steel expansion joints. J Infrastruct Syst 11(1):51–60

    Article  Google Scholar 

  • Kucukvar M, Tatari O (2013) Towards a triple bottom-line sustainability assessment of the US construction industry. Int J Life Cycle Assess 18(5):958–972

    Article  Google Scholar 

  • Lounis Z, Daigle L (2007) Environmental benefits of life cycle design of concrete bridges. Proceedings of the 3rd International Conference on Life Cycle Management, Zurich, Switzerland, August 27-29, 2007, pp 1–6

  • Martin AJ (2004) Concrete bridges in sustainable development. Proceeding of the Institution of Civil Engineers. Engineering Sustainability 157(4):219-230

  • Medgar L (2007) Life cycle inventory of Portland cement concrete. Portland Cement Association, Skokie, Illinois

    Google Scholar 

  • Melanta S, Miller-Hooks E, Avetisyan HG (2013) Carbon footprint estimation tool for transportation construction projects. J Constr Eng Manag 139(5):547–555

    Article  Google Scholar 

  • Meng Y, Lu B (2004) Strengthening and reinforcing of bridges. China Communications Press, Beijing (in Chinese)

    Google Scholar 

  • Ministry of Industry and Information Technology of the People’s Republic of China (2015) The website of Automobile Fuel Consumption of China, available at: http://chinaafc.miit.gov.cn/n2050/index.html. Accessed 21 July 2015

  • Ministry of Transport of the People’s Republic of China (2006) Design specification for highway alignment. China Communications Press, Beijing, JTG-D20-2006 (in Chinese)

  • Ministry of Transport of the People’s Republic of China (2014) Statistics of traffic and transportation industry in 2013. Light Cars’ Fuel Consumption Notices, available at http://moc.gov.cn/zfxxgk/bnssj/zhghs/201405/t20140513_1618277.html. Accessed 11 Jan 2014

  • National Development Reform Commission (2011) Yearbook of China—transportation and communication. Chinese Transportation Year Book Press, Beijing (in Chinese)

    Google Scholar 

  • Noori M, Tatari O, Nam B, Golestani B, Greene J (2014) Astochastic optimization approach for the selection of reflective cracking mitigation techniques. Transp Res A 69:367–378

    Google Scholar 

  • Onat NC, Kucukvar M, Tatari O (2014) Scope-based carbon footprint analysis of US residential and commercial buildings: an input–output hybrid life cycle assessment approach. Build Environ 72:53–62

    Article  Google Scholar 

  • SETAC (1993) Guidelines for life-cycle assessment: a “code of practice”. Society of Environmental Toxicology and Chemistry, Brussels

    Google Scholar 

  • Sharrard AL, Matthews HS, Ries RJ (2005) Estimating construction project environmental effects using an input–output-based hybrid life-cycle assessment model. J Infrastruct Syst 14(4):327–336

    Article  Google Scholar 

  • Steele K, Cole G, Parke G, Clarke B, Harding J (2003) Highway bridges and environment-sustainable perspectives. Proc Inst Civ Eng 156(4):176–182

    Google Scholar 

  • Stensvold B (2003) MOTIV Kostnadsmodell for drift og vedlikehold av bruer og ferjekaier. The Norwegian Public Roads Administration, Oslo

    Google Scholar 

  • Suh S (2004) Materials and energy flows in industry and ecosystem networks. Leiden University, Leiden

    Google Scholar 

  • Sustainability Assessment Standards of Construction Engineering (2012) China Architecture and Building Press, Beijing, China: JGJ/T 222-2012 (in Chinese)

  • Tatari O, Nazzal M, Kucukvar M (2012) Comparative sustainability assessment of warm-mix asphalts: a thermodynamic based hybrid life cycle analysis. Resour Conserv Recycl 58:18–24

    Article  Google Scholar 

  • US Life Cycle Inventory Database (2012) Life cycle inventory database. Available at: https://www.lcacommons.gov/nrel/search

  • Wu WJ (2013) Sustainability quantitative assessment of reinforced concrete bridges based on uncertainties. Beijing Jiaotong University, Beijing (in Chinese)

    Google Scholar 

  • Wu XG, Bai QX, Lei ZX (2011) Highway bridges reinforcement design calculation example. China Communications Press, Beijing (in Chinese)

    Google Scholar 

  • Yang XM (2003) Quantitative assessment theory and method of environmental impact in construction planning and design. Tsinghua University, Beijing (in Chinese)

    Google Scholar 

  • Yang PC (2013) Life cycle environmental impact assessment of bridge with different strengthening methods. Beijing Jiaotong University, Beijing (in Chinese)

    Google Scholar 

  • Yang JX, Xu C, Wang RS (2002) Life cycle methodology and application of production. China Meteorological Press, Beijing, China (in Chinese)

    Google Scholar 

  • Zhang QY (2008a) Life cycle assessment of green buildings. Tianjin Technology University, Tianjin (in Chinese)

    Google Scholar 

  • Zhang Y (2008b) Ecologically based LCA—an approach for quantifying the role of natural capital in product life cycles. The Ohio State University, the United States of America

  • Zhang H, Lepech MD, Keoleian GA, Qian S, 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 

Download references

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Correspondence to Yuanfeng Wang.

Additional information

Responsible editor: Omer Tatari

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Pang, B., Yang, P., Wang, Y. et al. Life cycle environmental impact assessment of a bridge with different strengthening schemes. Int J Life Cycle Assess 20, 1300–1311 (2015). https://doi.org/10.1007/s11367-015-0936-1

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  • DOI: https://doi.org/10.1007/s11367-015-0936-1

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