journal article·2025-12Open access

Comparative life cycle assessment of UHPFRC bridge deck overlays

Yusuke Nagai, Liberato Ferrara

Abstract

This study compares the environmental impact of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) and conventional Steel Fiber Reinforced Concrete (SFRC) in hypothesized bridge deck overlay applications through comprehensive Life Cycle Assessment (LCA). Despite UHPFRC's higher initial material cost, an analysis that uses the function of overlaying 1 m 2 area of a bridge deck and maintaining a specified structural performance, specifically the load-bearing capacity against design live loads, for a period of 100 years, demonstrates the UHPFRC superior environmental performance across multiple categories. UHPFRC achieved significant reductions in energy consumption (39 %), fossil resource usage (oil: 53 %, coal: 26 %), CO₂ emissions (34 %), and most air pollutants (approximately 30 %). The material superior strength properties enable thinner overlays, resulting in substantial environmental benefits throughout the entire life cycle. Using the LIME3 methodology, UHPFRC demonstrated net environmental benefits 1.76 times higher than conventional SFRC, with particularly notable improvements in fossil fuel consumption (46 %), mineral resources (56 %), and water resources (71 %). These advantages also stem from UHPFRC's extended service life due to enhanced fatigue life endurance, significantly reducing major maintenance frequency and environmental impact per functional unit. The findings support UHPFRC as a more sustainable solution for infrastructure rehabilitation. • UHPFRC overlay reduces CO₂ emissions by 34 % compared to conventional SFRC. • 40–67 % less energy is used in UHPFRC due to thinner overlays and longer service life. • Major environmental gains arise from reduced material use in UHPFRC production. • UHPFRC improves circularity via efficient by-product use and less waste generation. • Environmental burden cost of UHPFRC is 1.76 times lower than that of SFRC overlay.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete Corrosion and Durability · Innovative concrete reinforcement materials · Infrastructure Maintenance and Monitoring

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References (59)

Show source-provided references
1. Japan Road Association · 2017 · Parts I–V
2. Ministry of Land, Infrastructure, Transport and Tourism (MLIT), Revisions to Technical Standards for Roads, Bridges, and Related Structures, (2001). 〈https://www.mlit.go.jp/road/sign/doujikaitei.html〉.
3. Ministry of Land, Infrastructure, Transport and Tourism (MLIT), Revisions to Technical Standards for Roads, Bridges, and Related Structures, (2017). 〈https://www.mlit.go.jp/road/sign/doujikaitei.html〉 (accessed July 25, 2025).
4. Quantitative evaluation of risk factors affecting the deterioration of RC deck slab components in east Japan and Tokyo regions using survival analysis10.3390/app8091470 ↗
5. Matsui · 2019
6. Steel Fiber-Reinforced concrete bridge deck overlays
7. Roesler · 2019
8. Expressway Research Foundation of Japan · 1995
9. Reproduction experiment on deterioration at construction joints in concrete overlay slabs
10. Proposal of the S-N curve equation derived from fatigue test under running wheel loading for RC slabs with the top surface reinforced by SFRC overlay
11. K. Ito, T. Kodama, T. Yamashita, Y. Ichinose, T. AbeCurrent and long-life measures for the reinforcement method using SFRC overlay., in: Proceedings of the Road Bridge Deck Slab Symposium, 2012: pp. 7–12.
12. Verification of consistency with S-N curve equation considering fatigue resistance evaluation and maintenance of RC slab reinforced with SFRC overlay, journal of Japan society of civil engineers
13. Effects of alumina nanofibers and cellulose nanocrystals on durability and Self-Healing capacity of Ultrahigh-Performance Fiber-Reinforced concretes10.1061/(ASCE)MT.1943-5533.0004375 ↗
14. Development of the mechanical properties of an Ultra-High performance fiber reinforced concrete (UHPFRC)10.1016/j.cemconres.2006.03.009 ↗
15. Mechanical properties of ultra-high-performance fiber-reinforced concrete: a review10.1016/j.cemconcomp.2016.08.001 ↗
16. Durability of an UHPFRC under mechanical and chloride loads10.1016/j.conbuildmat.2021.125223 ↗
17. Durability characteristics of high and ultra-high performance concretes
18. Rehabilitation and strengthening of concrete structures using Ultra-High performance fibre reinforced concrete10.2749/101686613X13627347100437 ↗
19. Cast-on site UHPFRC for the rehabilitation of existing structures – feedback over 20 years of exposure to chlorides
20. International perspective on UHPC in bridge engineering10.1061/(ASCE)BE.1943-5592.0001630 ↗
21. Kajima Corporation, Domestic first: Large-scale UHPFRC rehabilitation of highway bridge deck without traffic closure – PC box girder deck replacement on Nagano Expressway’s Okaya Viaduct, (2024). 〈https://www.kajima.co.jp/news/press/202408/30c1-j.htm〉 (accessed July 25, 2025).
22. Obayashi Corporation, First-in-Japan mobile plant with largest domestic production capacity for ultra-rapid hardening UHPFRC enables fast in lane widening of existing bridge deck, Obayashi Corporation (2024). 〈https://www.obayashi.co.jp/news/detail/news20240925_1.html〉 (accessed July 25, 2025).
23. Flexural performance of pre-cracked UHPC slabs exposed to aggressive environments10.1016/j.conbuildmat.2025.140315 ↗
24. Comparative environmental and social life cycle assessments of off-shore aquaculture rafts made in ultra-high performance concrete (UHPC)10.1007/s11367-021-02017-6 ↗
25. Thoroughgoing sustainability indices to support the development of a forward-looking market for innovative construction materials10.1617/s11527-024-02503-x ↗
26. A holistic life cycle design approach to enhance the sustainability of concrete structures10.1002/suco.202300645 ↗
27. Environmental and economic sustainability of crack mitigation in reinforced concrete with SuperAbsorbent polymers (SAPs)10.1016/j.jclepro.2022.131998 ↗
28. Assessment of sustainability and self-healing performances of recycled ultra-high-performance concrete
29. A durability- based design approach for structural applications with advanced cement-based materials
30. D. di Summa, M. Parpanesi, L. Ferrara, N. De BelieLife cycle assessment (LCA) and life cycle cost (LCC) analysis as crucial part of a holistic approach to the design of structures with advanced cement based materials, in: 76th RILEM Annual Week and International Conference on Regeneration and Conservation of Structures (ICRCS 2022), Japan, 2022. https://scholar.google.com/scholar?cluster=1531273802468863362&hl=en&oi=scholarr (accessed July 25, 2025).
31. How to better exploit the use of LCA analysis for ultra high performance concrete (UHPC) through a constitutive law which integrates chloride and sulfate attack
32. Y. Nagai, T. Ichinomiya, T. Kosaka, T. KondoEvaluation of fatigue property on waffle-shaped UHPFRC deck slab by wheel running fatigue test, in: 29th prestressed concrete symposium, 2020: pp. 589-594.
33. Strengthening of concrete structures with ultra high performance fiber reinforced concrete (UHPFRC): a critical review10.1016/j.conbuildmat.2022.127398 ↗
34. A review of application of UHPFRC in bridges as an overlay10.1007/s41062-022-01030-4 ↗
35. Experimental investigation of fatigue behavior of UHPFRC – RC composite deck slabs subjected to moving wheel loading10.1016/j.engstruct.2024.117460 ↗
36. Economic input-output LCA of precast corundum-blended ECC overlay pavement10.1016/j.resconrec.2022.106385 ↗
37. Assessment of the environmental impacts of bridge designs involving UHPFRC10.3390/su132212399 ↗
38. Federal Office for the Environment (FOEN) · 2021
39. Evaluation of the fatigue resistance of reinforced concrete slabs reinforced with SFRC top reinforcement and verification of the consistency with the S-N curve formula con-sidering maintenance
40. Evaluation of fatigue resistance of SFRC slab using high-early-strength or ordinary portland cement mixture
41. Full-scale test for upgrading existing bridges using AFt-UHPFRC
42. Japanese Standards Association (JSA), JIS R 5201:2015 – Physical testing methods for cement [Japanese Industrial Standard], JSA, Tokyo, 2015.
43. Study on the manufacturing of ultra-high strength fiber-reinforced concrete at a ready-mixed concrete plant
44. Technical evaluation report on ‘SUQSEM’ Ultra-High strength fiber reinforced concrete
45. Study on mass production of Ultra-High strength fiber reinforced concrete
46. Japanese Industrial Standards (JIS) · 2019
47. A study on the supply system and price fluctuation of Ready-Mixed concrete in Japan
48. Ministry of Land, Infrastructure, Transport and Tourism (MLIT), Summary of the FY2018 Survey on Actual Conditions of Construction By-products (Final Results), (2019). 〈https://www.mlit.go.jp/policy/shingikai/content/001329441.pdf〉.
49. ISO 14040 · 2006
50. ISO 14044 · 2006
51. European Committee for Standardization (CEN) · 2019
52. Proposal of fatigue durability evaluation method for PC slabs
53. Evaluation of fatigue resistance of RC slabs with UHPFRC overlay
54. Evaluation of fatigue resistance and maintenance of RC slabs strengthened with SFRC overlay
55. Completion of first UHPC rehabilitation of entire suspension bridge deck
56. Research committee on environmental impact assessment of cement and concrete
57. Itsubo · 2023
58. Performance assessment of Ultra-High durability concrete produced from recycled Ultra-High durability concrete10.3389/fbuil.2021.648220 ↗
59. On the use of recycled UHPC to reduce cement demand in UHPC mixes: mechanical and durability validation, submitted for publication to10.1016/j.jobe.2025.114112 ↗