Deployment of Sustainable Practices Using Lightweight Aggregates for Bridge Infrastructure
Publication: Lifelines 2022
ABSTRACT
The state of bridge infrastructure in the United States has received a mediocre grade which indicates the vulnerable condition of these lifelines in response to extreme events as well as their poor serviceability during normal conditions. This assessment manifests challenges in the areas of condition, capacity, funding, and future needs, as well as innovation. Aging and structurally deficient bridges require prompt attention to enhance their performance and extend their service life. Presented case studies discuss opportunities to achieve these objectives for existing and new bridges through the application of sustainable practices for both superstructure and substructure components. The key focus in these opportunities is the application of rotary-kiln manufactured lightweight aggregates. These applications cover a wide range of techniques to (1) enhance the service life of bride decks, (2) improve the capacity of the superstructure, and (3) reduce demands on the abutment walls, all contributing to the resilience of bridge infrastructure and their performance during extreme events. Further discussions include ratings and assessment of various practices and their interdependencies with the infrastructure resilience measures, as well as environmental and social resilience, and sustainability objectives.
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REFERENCES
ASCE. (2021a). “Failure to Act Report.” ASCE. <https://www.asce.org/failuretoact>(July 1, 2021).
ASCE. (2021b). “2021 Infrastructure Report Card.” ASCE, 2021. <http://www.infrastructurereportcard.org>(July 1, 2021).
ASCE. (2021c). “Bridges.” ASCE. <https://www.infrastructurereportcard.org/cat-item/bridges>(July 1, 2021).
ASCE. (2018). “Strategic Plan.” ASCE. <https://www.asce.org/about_asce/>(Oct. 11, 2018).
Bonyadian, S., Mohammadi, M., Foroutanmehr, B., and Tehrani, F. M. (2019). “An Experimental Investigation of Internally-Cured Concrete Application for Bridge Decks.” Proc., 5th Int. Conf. on Bridges (5IBC2019), Amirkabir Univ. of Technology, Tehran, Iran, MS02.
Dunne, R. W. (2014). “FHWA’s web based training on bridge preservation,” The 2014 National Bridge Preservation Partnership Conference, April 21-25, Orlando, Florida.
Ettouney, M. (2014). Resilience Management: How it is becoming essential to civil infrastructure recovery. McGraw Hill Financial.
FHWA (Federal Highway Administration). (2017a). “Williams Creek (Shoup) Bridge Replacement.” FHWA. <https://highways.dot.gov/federal-lands/projects/id/pfh-91-1>(July 1, 2021).
FHWA (Federal Highway Administration). (2017b). “2015 Status of the Nation’s Highways, Bridges and Transit: Conditions and Performance.” FHWA. <https://www.fhwa.dot.gov/policy/2015cpr/>(Dec. 20, 2016).
FHWA (Federal Highway Administration). (2021). “National Bridge Inventory.” FHWA. <https://www.fhwa.dot.gov/bridge/nbi.cfm>(May 10, 2021).
Goodman, A. S., and Hastak, M. (2006). Infrastructure Planning Handbook: Planning, Engineering, and Economics. McGraw Hill, Reston, VA.
Holm, T. A., and Ries, J. P. (2007). Reference Manual for the Properties and Applications of Expanded Shale, Clay and Slate Lightweight Aggregate. ESCSI, Chicago, IL. <https://www.escsi.org/reference-manual>.
ISI (Institute for Sustainable Infrastructure). (2018). Envision: Sustainable Infrastructure Framework. ISI, Washington, DC. <https://sustainableinfrastructure.org>(July 1, 2021).
ISI (Institute for Sustainable Infrastructure). (2019). “Port Authority Of New York & New Jersey’s Bayonne Bridge Navigational Clearance Program Earns Envision Silver.” ISI. <https://sustainableinfrastructure.org/bayonne-bridge-earns-envision-silver>(July 16, 2019).
Morris, T. (2016). “Indiana “Major Moves” US Highway 31 Project.” Lightweight Design News (May 2016). <https://www.escsi.org/e-newsletter>.
Munjy, H., Tehrani, F. M., Xiao, M., and Zoghi, M. (2014). “A Numerical Simulation on the Dynamic Response of MSE Wall with LWA Backfill,” Proc. of the Numerical Methods in Geotechnical Eng. vol. 1, M. A. Hicks, R. B. J. Brinkgreve, and A. Rohe, eds. CRC Press, London, UK, 1147-1152. https://doi.org/10.1201/b17017.
Nelson, D., and Tehrani, F. M. (2018). “Is Resilience … Sustainable?” APWA Reporter, 85(8), 53-56. <https://issuu.com/apwa/docs/201808_reporteronline>(Aug. 7, 2018).
NSBA (National Steel Bridge Alliance). (2020). “Williams Creek (Shoup) Bridge.” AISC. <https://www.aisc.org/nsba/prize-bridge-awards/prize-bridge-winners/williams-creek-shoup-bridge/>(July 1, 2021).
NTSB (National Transportation Safety Board). (2008). “Collapse of I-35W Highway Bridge.”, NSTB, Washington, DC. <https://www.dot.state.mn.us/i35wbridge/pdf/ntsb-report.pdf>(Nov. 14, 2008).
Nunley, K. (2018). “Wiliamms Creek Bridge Replacement Chooses IC Concrete.” Lightweight Design News (April 2018). <https://www.escsi.org/e-newsletter>.
PMI (Project Management Institute). (2004). A guide to the Project Management Body of Knowledge. PMI, Newtown Square, PA.
Pouramini, M. (2018). The Application of Light Expanded Clay Aggregate as Sorbent for Oil Spill Cleanup, Behjat Publications, Tehran, Iran.
Pouramini, M., Torabian, A., and Tehrani, F. M. (2019). “Application of Lightweight Expanded Clay Aggregate as Sorbent for Crude Oil Cleanup.” Desalination and Water Treatment. 160(2019), 366-377. https://doi.org/10.5004/dwt.2019.24232.
Roberts, J. W. (2005). “Internal Curing in Pavements, Bridge Decks, and Parking Structures Using Absorptive Aggregates to Provide Water to hydrate Cement Not Hydrated by Mixing Water.”, TRB, Washington, DC.
Schindler, A. K., Wolfe, W. H., and Byard, B. E. (2021). “Improved Bridge Deck Performance with Lightweight Aggregate Concrete.” Structure. (April), 8-10.
Tehrani, F. M. (1998). Rāhnamā-ye Jāme‘-e Līkā, Leca Handbook (in Persian). LECA, Tehran, Iran. <https://leca.ir>(July 1, 2021).
Tehrani, F. M. (2016). “Engineer’s Estimate Reliability and Statistical Characteristics of Bids.” Cogent Engineering 3(1), 1133259. https://doi.org/10.1080/23311916.2015.1133259.
Tehrani, F. M. (2017). “Sustainability and Resilience through Project Management.” Proc. The 5th Int. Cong. on Civil Eng, Architecture and Urban Development, Shahid Beheshti Univ., Tehran, Iran, AB-01440-B.
Tehrani, F. M. (2019). “Deploying and Rating Sustainable Practices for Resilient Bridge Infrastructures.” Proc., 5th Int. Conf. on Bridges (5IBC2019), Amirkabir Univ. of Technology, Tehran, Iran, MS05. <http://ibc.aut.ac.ir/>(Dec. 18, 2019).
Tehrani, F. M. (2020). “Service Life Prediction of Structural Lightweight Concrete Using Transport Properties.”, ESCSI, Chicago, IL. <https://www.escsi.org/structural-lightweight-concrete/latest-papers>.
Tehrani, F. M., and Dadkhah, M. (2018). “A Case Study on the Analysis of Energy and Emissions for Sustainability Rating,” The Int. J. of Climate Change: Impacts and Responses. 1(3), 13-23. https://doi.org/10.18848/1835-7156/CGP/v10i03/13-23.
Tehrani, F. M., and Ziarani, M. M. (2009). Rāhnamā-ye Jāme‘-e Līkā. Leca Handbook: An Excerpt, (in Persian). Nīk-ā’īn Publications, Tehran, Iran. <https://leca.ir>(July 1, 2021).
Tehrani, F. M., Alexandrou, A., Machoney, M., Adhikari, D., and Raymond, M. (2014). “Energy inputs and carbon dioxide emissions from construction equipment during construction of a golf course.” Int. J. of Eng. Research and Innovation. 6(2), 78-86. <http://ijeri.org>(Feb. 25, 2015).
Tehrani, F. M., and Nelson, D. (2019). “Managing Sustainability and Resilience in Developing Communities.” Int. Conf. on Sustainable Infrastructure, Los Angeles, CA.
Tehrani, F. M., Azimi, M., and Namadmalian, A. (2007). Rāhnamā-ye Jāme‘-e Līkā dar Keshāvarzī va Fazā-ye Sabz. Leca Handbook in Agriculture and Landscaping (in Persian). Omīdān, Tehran, Iran. <https://leca.ir>(July 1, 2020).
Tehrani, F. M., Farshidpour, R., Pouramini, M., Mousavi, M., and Namadmalian Esfahani, A. (2018). “Sustainability Rating of Lightweight Expanded Clay Aggregates using Energy Inputs and Carbon Dioxide Emissions in Life-cycle Analysis,” Proc. The Sixth Int. Symp. on Life-Cycle Civil Eng. Ghent, Belgium, 2989-2993.
Tehrani, F. M., Tizhoosh, F. T., Mousavi, S. M., and Kavand, A. (2019). “An Experimental Investigation of a Full-scale Reinforced Lightweight Aggregate Embankment.” Advanced Researches in Civil Engineering. 1(2), 36-41. https://doi.org/10.30469/arce.2019.85700.
Tehrani, F. M., Zoghi, M., and Xiao, M. (2016). “A Numerical Simulation of Mechanically-Stabilized Walls.” Proc. of the 5th Int. Conf. on Geotechnical Engineering and Soil Mechanics, Tehran, Iran, 671.
US GAO (United States Government Accountability Office). (2016). Report to Congressional Committees: Highway Bridges—Linking Funding to Conditions May Help Demonstrate Impact of Federal Investment. US GAO.
Vosoughi, P., Tritsch, S., Ceylan, H., and Taylor, P. C. (2017). “Lifecycle Cost Analysis of Internally Cured Jointed Plain Concrete Pavement.”, Iowa State University, Ames, IA. <https://lib.dr.iastate.edu/intrans_reports/222/>(Mar. 20, 2018).
Walpole, B. (2020). “Bayonne Bridge Honored as 2020 OCEA Winner.” ASCE (American Society of Civil Engineers). <https://news.asce.org/bayonne-bridge-replacement-honored-as-2020-ocea-winner/>(Mar. 15, 2020).
Wolfe, B. (2017). “Bayonne Bridge Rises to New Heights.” Lightweight Design News (October 2017). <https://www.escsi.org/e-newsletter>.
Xiao, M., Tehrani, F. M., and Zoghi, M. (2013). “Seismic Response of MSE Walls Using Accelerated Alternative Backfill Materials with Recycled Tire Shreds and Lightweight Expanded Aggregates,”, California Department of Transportation, Sacramento, CA. <https://trid.trb.org/view/1290312>(Aug. 1, 2013).
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Lifelines 2022
Pages: 187 - 197
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Published online: Nov 16, 2022
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