ASTM. 2010. A944: Standard Test Method for Comparing Bond Strength of Steel Reinforcing Bars Using Beam-End Specimens. ASTM International, West Conshohocken, PA.

ASTM. 2017. ASTM E917/E2453-17: Standard Practice for Measuring Life-Cycle Costs of Buildings and Building Systems. ASTM International, West Conshohocken, PA.

ASTM. 2019. ASTM A767/A767M-19: Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement, ASTM International, West Conshohocken, PA.

ASTM. 2020a. A1094: Standard Specification for Continuous Hot-Dip Galvanized Steel Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

ASTM. 2020b. ASTM A780/A780M-20: Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. ASTM International, West Conshohocken, PA.

ASTM. 2020c. ASTM A955/A955M: Standard Specification for Plain and Deformed Stainless-Steel Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

ASTM. 2021. “Standard Test Methods for Determining Effects of Chemical Admixtures on Corrosion of Embedded Steel Reinforcement in Concrete Exposed to Chloride Environments,” ASTM International, West Conshohocken, PA.

ASTM. 2022a. A615: Standard Specification for Deformed and Plain Carbon and Low-Alloy Steel Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

ASTM. 2022b. A775: Standard Specification for Epoxy-Coated Steel Reinforcing Bars. ASTM International, West Conshohocken, PA.

ASTM. 2022c. A1055: Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars. ASTM International, West Conshohocken, PA.

ASTM. 2022d. ASTM D7957: Standard Specification for Solid Round Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

ASTM. 2023a. A1035: Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

ASTM. 2023b. D8505/D8505M-23: Standard Specification for Basalt and Glass Fiber Reinforced Polymer Bars for Concrete Reinforcement. ASTM International, West Conshohocken, PA.

Azizinamini, A., E. H. Power, G. F. Myers, and H. C. Ozyildirim. 2014. SHRP 2 Report S2-R19A-RW-1: Bridges for Service Life Beyond 100 Years: Innovative Systems, Subsystems, and Components. Transportation Research Board of the National Academies, Washington, DC.

Bandelt, M., M. Adams, H. Wang, H. Najm, A. Bechtel, S. Shirkhorshidi, and J. Fan. 2023. Advanced Reinforced Concrete Materials for Transportation Infrastructure. Report FHWA-NJ-2023-003. New Jersey Department of Transportation Bureau of Research. Report FHWA-NJ-2023-003. Accessed May 10, 2024.

Bales, E. R., V. Chitrapu, and M. Flint. 2018. Bridge Service Life Design. Final Report VTRC 18-R1. Virginia Transportation Research Council, Charlottesville, VA.

Bashir, S. T., L. Yang, J. J. Liggat, and L. Thomason. 2018. Kinetics of Dissolution of Glass Fibre in Hot Alkaline Solution. Journal of Materials Science and Technology, Vol. 53, pp. 1710–1722.

Benmokrane, B., and A. H. Ali. 2018. Durability and Long-Term Performance of Fiber-Reinforced Polymer as a New Civil Engineering Material. In International Congress on Polymers in Concrete (ICPIC 2018): Polymers for Resilient and Sustainable Concrete Infrastructure, Springer International Publishing, pp. 49–59.

Benmokrane, B., A. Ali, H. Mohamed, A. ElSafty, and A. Manalo. 2017. Laboratory Assessment and Durability Performance of Vinyl-Ester, Polyester, and Epoxy Glass-FRP Bars for Concrete Structures. Composites Part B: Engineering, Vol. 114, pp. 163–174.

Benmokrane, B., V. L. Brown, K. Mohamed, A. Nanni, M. Rossini, and C. Shield. 2019. Creep-Rupture Limit for GFRP Bars Subjected to Sustained Loads. Journal of Composites for Construction, Vol. 23, No. 6, 06019001.

Benzecry, V., A. Al-Khafaji, R. Haluza, C. Bakis, J. Myers, and A. Nanni. 2021. Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the U.S. I: Selected Bridges, Bar Extraction, and Concrete Assessment. Journal of Composites for Construction, Vol. 25, No. 2, 04021007.

Bertolini, L., M. Gastaldi, T. Pastore, M. Pedeferri, and P. Pedeferri. 1998. Effects of Galvanic Coupling between Carbon Steel and Stainless Steel Reinforcement in Concrete. Proceedings of the International. Conference on Corrosion and Rehabilitation of Reinforced Concrete Structures. FHWA Publication No. FHWA-SA-99-014, McLean, Virginia.

Bischoff, P. 2005. Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars. Journal of Structural Engineering, Vol. 131, No. 5, pp. 752–767.

Boatman, B. 2010. Epoxy Coated Rebar Bridge Decks: Expected Service Life. Michigan Department of Transportation, Lansing, MI.

Brito, J., and R. Kurda. 2021. The Past and Future of Sustainable Concrete: A Critical Review and New Strategies on Cement-Based Materials. Journal of Cleaner Production, Vol. 281, 123558.

Cadenazzi, T., G. Dotelli, M. Rossini, S. Nolan, and A. Nanni. 2019. Life-Cycle Cost and Life-Cycle Assessment Analysis at the Design Stage of a Fiber-Reinforced Polymer-Reinforced Concrete Bridge in Florida. Advances in Civil Engineering Materials, Vol. 8, No. 2, pp. 128–151. DOI: 10.1520/ACEM20180113.

Cadenazzi, T., G. Dotelli, M. Rossini, S. Nolan, and A. Nanni. 2020. Cost and Environmental Analyses of Reinforcement Alternatives for a Concrete Bridge. Structure and Infrastructure Engineering, Vol. 16, No. 4, pp. 787–802. DOI: 10.1080/15732479.2019.1662066.

Cadenazzi, T., H. Lee, P. Suraneni, S. Nolan, and A. Nanni. 2021. Evaluation of Probabilistic and Deterministic Life-Cycle Cost Analyses for Concrete Bridges Exposed to Chlorides. Journal of Cleaner Production, Vol. 4, 100247. DOI: 10.1016/j.clet.2021.100247.

Canadian Standards Association. 2019. Canadian Highway Bridge Design Code. CSA Group, Toronto, ON, Canada.

Carvelli, V., M. A. Pisani, and C. Poggi. 2010. Fatigue Behaviour of Concrete Bridge Deck Slabs Reinforced with GFRP Bars. Composites Part B: Engineering, Vol. 41, No. 7, pp. 560–567.

Chiaw, C., and I. Harik. 2006. Performance Evaluation of Concrete Bridge Decks Reinforced with MMFX and SSC Rebars. University of Kentucky, Lexington, KY. https://uknowledge.uky.edu/cgi/viewcontent.cgi?article=1194&context=ktc_researchreports. Accessed May 21, 2024.

Ciancone, G., A. Michael, and H. Hamilton. 2008. “Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement.” University of Florida, Report 00051711, Gainesville, FL.

Claure, G., P. Rocchetti, M. Siddiqui, S. Nolan, and A. Nanni. 2017. GFRP Innovative Shapes – Halls River Bridge Replacement Project. Society of Advancement of Material and Process Engineering. Presented at the Composites and Advanced Materials Expo, Orlando, FL.

Clemeña, G. 2002. Testing of Selected Metallic Reinforcing Bars for Extending the Service Life of Future Concrete Bridges: Summary of Conclusions and Recommendations. Final Report. Virginia Transportation Research Council, Charlottesville, VA.

Clemeña, G. 2003. Investigation of the Resistance of Several New Metallic Reinforcing Bars to Chloride-Induced Corrosion in Concrete. Interim Report VTRC04-R7. Virginia Transportation Research Council, Charlottesville, VA.

Clemeña, G., D. Kukreja, and C. Napier. 2003. Trial Use of a Stainless Steel-Clad Steel Bar in a New Concrete Bridge Deck in Virginia. Virginia Transportation Research Council, Charlottesville, VA.

Clemeña, G. G., and Y. P. Virmani. 2004. Comparing the Chloride Resistances of Reinforcing Bars. Concrete International, Vol. 26, No. 11, pp. 1–11.

CDOT. 2020. Colorado Bridge Enterprise: Strategies for Enhancing Bridge Service Life, Revision 1. Colorado Department of Transportation, Denver, CO.

Cross, W., E. Duke, J. Kellar, K. Han, and D. Johnston. 2001. Stainless Steel Clad Rebar in Bridge Decks. Report SD2000-04-F. South Dakota Department of Transportation, Pierre, SD.

Cui, F. 2003. Corrosion Behavior of Stainless Steel Clad Rebar. Ph.D. dissertation. University of South Florida, Tampa, FL.

Cui, F., and A. Sagüés. 2006. Exploratory Assessment of Corrosion Behavior of Stainless Steel Clad Rebar: Part 1—Experimental. Corrosion, Vol. 62, No. 9, pp. 822–838.

Dagher, H., A. Iqbal, and B. Bogner. 2004. Durability of Isophthalic Polyester Composites Used in Civil Engineering Applications. Polymers and Polymer Composites, Vol. 12, No. 3, pp. 169–182.

Darwin, D., J. Browning, T. Nguyen, and C. Locke, 2002. Mechanical and Corrosion Properties of a High-Strength, High Chromium Reinforcing Steel for Concrete. Report SD2001005-F. South Dakota Department of Transportation, Pierre, SD.

Darwin, D., J. Browning, M. O’Reilly, C. Locke, and Y. Virmani. 2011. Multiple Corrosion-Protection Systems for Reinforced Concrete Bridge Components. Publication No. FHWA-HRT-11-060. FHWA, McLean, VA.

Darwin, D., J. Browning, M. O’Reilly, L. Xing, and J. Ji. 2009. Critical Chloride Corrosion Threshold of Galvanized Reinforcing Bars. ACI Materials Journal, Vol. 106, No. 2, pp. 176–183.

Darwin, D., M. O’Reilly, P. V. Grayli, and J. Hartell. 2020. Evaluating the Performance of Existing Reinforcement for Oklahoma Bridges. Final Project Report, FHWA-OK-20-06. Oklahoma Department of Transportation, Oklahoma City, OK.

Darwin, D., M. O’Reilly, I. Smogie, J. Sperry, J. Lafikes, S. Storm, and J. Browning. 2013. Stainless Steel Reinforcement as a Replacement for Epoxy Coated Steel in Bridge Decks. Final Project Report – FHWA-OK-13-08, Oklahoma Department of Transportation, Oklahoma City, OK.

Donnelly, J., P. Krauss, and J. Lawler. 2011. Performance Evaluation of Iowa Bridge Decks Constructed with Epoxy-Coated Reinforcing Bars. WJE Report No. 2010.0868. Wiss, Janney, Elstner, and Associates, Inc., Northbrook, IL.

El-Ragaby, A., E. El-Salakawy, and B. Benmokrane. 2007. Fatigue Analysis of Concrete Bridge Deck Slabs Reinforced with E-glass/Vinyl Ester FRP Reinforcing Bars. Composites Part B: Engineering, Vol. 38, No. 5-6, pp. 703–711.

EN. 2020. 15804:2012 + A2:2020: Sustainability of Construction Works—Environmental Product Declarations—Core Rules for the Product Category of Construction Products. European Standards. https://www.en-standard.eu. Accessed: July 10, 2024.

ECISS. 2014. ECISS/TC 104/WG 3 N E178: Corrosion Resistant Reinforcing Steels (WI EC104031), Draft Version. European Committee for Iron and Steel Standardization, Brussels, Belgium.

Farshadfar, O., M. O’Reilly, and D. Darwin. 2018. Corrosion Performance of Plain and Epoxy-Coated MMFX Bars. SL Report 18-4. University of Kansas Center for Research, Inc., Lawrence, KS.

FDOT. 2022. Structures Design: Fiber Reinforced Polymer Reinforcing. https://www.fdot.gov/structures/innovation/frp.shtm. Accessed April 27, 2024.

FDOT. 2024a. Structures Manual, Volume 1, Structures Design Guidelines. Florida Department of Transportation, Tallahassee, FL.

FDOT. 2024b. Structures Manual, Volume 4, Fiber Reinforced Polymer Guidelines. Florida Department of Transportation, Tallahassee, FL.

FHWA. 1995. Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation’s Bridges. Report No. FHWA-PD-96-001. Federal Highway Administration, Washington, DC.

FHWA. 2022. “Service Live Design Reference Guide,” FHWA, Report No. FHWA-HIF-22-052, Washington, DC.

fib. 2006. “fib Bulletin 34: Model Code for Service Life Design,” International Federation for Structural Concrete (fib), Lausanne, Switzerland.

Fiore, V., T. Scalici, G. Di Bella, and A. Valenza, A. 2015. A Review on Basalt Fibre and its Composites. Composites Part B: Engineering, Vol. 74, pp. 74–94.

Frosch, R. J., S. Labi, and C. Sim. 2014. Increasing Bridge Deck Service Life: Volume I—Technical Evaluation. Indiana Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2014/16. West Lafayette, IN. DOI: 10.5703/1288284315516.

Fujii, Y., A. Murakami, K. Kato, T. Yoshiki, Z. Maekawa, and H. Hamada. 1994. Study of the Stress Corrosion Cracking of GFRP: Effect of the Toughness of the Matrix Resin on the Fatigue Damage and Stress Corrosion Cracking of GFRP. Journal of Materials Science, Vol. 29, pp. 4279–4285.

Gombeda, M., Z. Lallas, and E. Rivera. 2023. Optimal Approach for Addressing Reinforcement Corrosion for Concrete Bridge Decks in Illinois – Phase 2. Illinois Center for Transportation, Report FHWA-ICT-23-004, Urbana, IL. DOI: 10.36501/0197-9191/23-005.

Gombeda, M., E. Rivera, and Z. Lallas. 2022. Optimal Approach for Addressing Reinforcement Corrosion for Concrete Bridge Decks in Illinois. Report FHWA-ICT-22-005. Illinois Center for Transportation, Urbana, IL. DOI: 10.36501/0197-9191/22-005.

Gong, L., D. Darwin, J. Browning, and C. Locke. 2004. Evaluation of Mechanical and Corrosion Properties of MMFX Reinforcing Steel for Concrete. Report No. FHWA-KS-02-8. Kansas Department of Transportation, Topeka, KS.

Guest, G., J. Zhang, R. Atadero, and H. Shirkhani. 2020. Incorporating the Effects of Climate Change into Bridge Deterioration Modeling: The Case of Slab-on-Girder Highway Bridge Deck Designs across Canada. Journal of Materials in Civil Engineering, Vol. 32, No. 7. DOI: 10.1061/(ASCE)MT.1943-5533.0003245.

Hamad, B., and J. Mike. 2005. Bond Strength of Hot-Dip Galvanized Reinforcement in Normal Strength Concrete Structures. Construction & Building Materials, Vol. 19, No. 4, pp. 275–283. DOI: 10.1016/j.conbuildmat.2004.07.008.

Hartt, W., R. Powers, V. Leroux, and D. Lysogorski. 2004. A Critical Literature Review of High-Performance Corrosion Reinforcements in Concrete Bridge Applications. Report No. FHWA-HRT-04-093. Federal Highway Administration, McLean, VA.

Hartt, W., R. Powers, D. Lysogorski, V. Leroux, and Y. Virmani. 2007. Corrosion Resistant Alloys for Reinforced Concrete. Report No. FHWA-HRT-07-039. Federal Highway Administration, Washington, DC.

Hasan, M., K. Yan, S. Lim, M. Akyama, and D. Frangopol. 2020. LCC-Based Identification of Geographical Locations Suitable for Using Stainless Steel Rebars In Reinforced Concrete Girder Bridges. Structure and Infrastructure Engineering, Vol. 16, No. 9, pp. 1201–1227. DOI: 10.1080/15732479.2019.1703758.

Hawk, H. 2003. NCHRPReport483:BridgeLife-CycleCostAnalysis. Transportation Research Board, Washington, DC.

Holden, K., C. Pantelides, and L. Reaveley. 2014. Bridge Constructed with GFRP-Reinforced Precast Concrete Deck Panels: Case Study. Journal of Bridge Engineering, Vol. 19, No. 5, 05014001.

Hopper, T., A. Langlois, and T. Murphy. 2022. Service Life Design Reference Guide. Report No. FHWA-HIF-22-052. Federal Highway Administration, Washington, DC.

Hudecek, M., K. Skabar, and R. El-Hacha. 2020. Alternative Reinforcement Products in the Design of Concrete Structures — Durability Performance. Presented at the Transportation Association of Canada Conference and Exhibition, Ottawa, ON, Canada.

Hurley, M., and J. Scully. 2006. Threshold Chloride Concentrations of Selected Corrosion-Resistant Rebar Materials Compared to Carbon Steel. Corrosion, Vol. 62, No. 10, pp. 892–904.

InDOT. 2024. Standard Specifications, Division 700: Structures. Indiana Department of Transportation, Indianapolis, IN. https://www.in.gov/dot/div/contracts/standards/book/sep23/700-2024.pdf. Accessed Apr. 29, 2024.

InDOT. 2019. Bridge Design Aids: 402-01 Life Cycle Cost Analysis. Indiana Department of Transportation, Indianapolis, IN. https://www.in.gov/indot/doing-business-with-indot/home/bridge-design-aids/. Accessed July 5, 2024.

ISO. 2012a. Corrosion of Metals and Alloys – Corrosivity of Atmospheres – Classification, Determination, and Estimation. ISO 9223. International Standards Organization, Geneva, Switzerland.

ISO. 2012b. Durability – Service Life Design of Concrete Structures. ISO 16204. International Standards Organization, Geneva, Switzerland.

Jaggi, S., B. Elsener, and H. Böhni. 1999. Oxygen Reduction on Mild Steel and Stainless Steel in Alkaline Solutions. Corrosion of Reinforcement in Concrete. European Federation of Corrosion Publications, EUROCORR’99: European Corrosion Congress 31, pp. 1–12.

Jafarzadeh, H., and M. Nematzadeh. 2022. Flexural Strengthening of Fire-Damaged GFRP-Reinforced Concrete Beams using CFRP Sheet: Experimental and Analytical Study. Composite Structures, Vol. 288, 115378.

Ji, J., D. Darwin, and J. Browning. 2005. Corrosion Resistance of Duplex Stainless Steels and MMFX Microcomposite Steel for Reinforced Concrete Bridge Decks. SM Report No. 80. University of Kansas Center for Research, Inc., Lawrence, Kansas.

Kampmann, R., Y. Tang, S. Telikapalli, and S. S. Hoque. 2022. BFRP Rebar Characterization and Performance: Testing Protocol and Material Specifications for Basalt Fiber Reinforced Polymer Bars. Technical Report No. BE694, Florida Department of Transportation, Tallahassee, FL.

Keßler, S., E. Ziehensack, and C. Gehlen. 2019. Performance Test to Evaluate the Corrosion Resistance of Stainless Steel in Concrete. Materials Testing, Vol. 61, No. 5, pp. 459–66. DOI:10.3139/120.111342.

Kulicki, J., W. Wassef, D. Mertz, A. Nowak, N. Samtani, and H. Nassif. 2015. SHRP 2 Report S2-R19B-RW-1: Bridges for Service Life Beyond 100 Years: Service Limit State Design. Transportation Research Board of the National Academies, Washington, DC.

Labi, S., R. J. Frosch, A. Samdariya, and Y. Qing. 2014. Increasing Bridge Deck Service Life: Volume II—Economic Evaluation. Publication No. FHWA/IN/JTRP-2014/17. Indiana Joint Transportation Research Program, West Lafayette, IN. DOI: 10.5703/1288284315517.

Lau, K. and A. Sagüés. 2009. Corrosion Evaluation of Bridges with Epoxy-Coated Rebar. Report BD544-23. Florida Department of Transportation, Gainesville, FL.

Lawler, J., P. Krauss, J. Kurth, and D. McDonald. 2011. Condition Survey of Older West Virginia Bridge Decks Constructed with Epoxy-Coated Reinforcing Bars. Transportation Research Record: Journal of the Transportation Research Board, No. 2220, pp. 57–65.

Lee, S. 2008. Characterizing Corrosion Behavior of Disbonded Epoxy Coated Reinforcing Steel – Updated Results. Paper No. 08312. Presented at the Corrosion 2008 Conference, NACE International, New Orleans, LA.

Lee, S. and P. Krauss. 2003. Service Life Extension of Northern Bridge Decks Containing Epoxy-Coated Reinforcing Bars. WJE Associates, Inc. Report for CRSI.

Lin, Z., M. Fakharifar, C. Wu, G. Chen, W. J. Bevans, A. V. K. Gunasekaran, and S. Sedigh. 2013. Design, Construction and Load Testing of the Pat Daly Road Bridge in Washington County, MO, with Internal Glass Fiber Reinforced Polymers Reinforcement. Technical Report NUTC R275. Missouri University of Science and Technology, Center for Transportation Infrastructure and Safety, Rolla, MO.

Maeda, M., X. Li, A. Ooi, E. Tada, and A. Nishikata. 2020. Passivation Mechanism of Galvanized Steel Rebar in Fresh Concrete. Iron and Steel Institute of Japan International Journal, Vol. 60, No. 2, pp. 337–345.

Manafpour, A., T. Hopper, F. Rajabipour, A. Radlinska, G. Warn, P. Shokouhi, D. Morian, and S. Jahangirnejad. 2016. Field Investigation of In-Service Performance of Concrete Bridge Decks in Pennsylvania, Transportation Research Record: Journal of the Transportation Research Board, No. 2577, 1–7. DOI: 10.3141/2577-01.

McAlpine, S. 2023. NCHRP IDEA Final Report for Project 240: Stainless Steel Coated Rebar for Chloride Resistant Concrete Highway and Bridges. Transportation Research Board, Washington, DC. https://www.trb.org/Main/Blurbs/183073.aspx.

McDonald, D. 2010. Use and Performance of Epoxy-Coated Reinforcing Steel over 37 Years. Presented at the International Bridge Conference, Pittsburgh, PA.

McGurn, J. 1999. Stainless Steel Reinforcing Bars in Concrete. Worldstainless. https://www.stainlesssteelrebar.org/. Accessed May 21, 2024.

McKenzie, M. 1993. The Effect of Defects on the Durability of Epoxy-Coated Reinforcement. Transportation Research Circular 403: Epoxy-Coated Reinforcement in Highway Structures. TRB, National Research Council, Washington, DC.

McRory, J., F. Pozo-Lora, Z. Benson, and M. Maguire. 2020. Structural Fiber Reinforcement to Reduce Deck Reinforcement and Improve Long-Term Performance. Report MPC-581. Mountain Plains Consortium, Fargo, ND.

Meinheit, D. 2022. Discussion of Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the U.S. II: GFRP Bar Assessment by Ali F. Al-Khafaji, Rudy T. Haluza, Vanessa Benzecry, John J. Myers, Charles E. Bakis, and Antonio Nanni. Journal of Composites for Construction, Vol. 26, No. 3. DOI:10.1061 /(ASCE)CC.1943-5614.0001217.

MnDOT. 2023. MnDOT Service Life Design Guide for Bridges. Minnesota Department of Transportation, Minneapolis, MN, https://edocs-public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=15850393. Accessed April 25, 2024.

Murphy, T., T. Hopper, E. Wasserman, M. Lopez, J. Kulicki, F. Moon, A. Langlois, and N. Samtani. 2020. NCHRP Web-Only Document 269: Guide Specification for Service Life Design of Highway Bridges. Transportation Research Board, Washington, DC. https://doi.org/10.17226/25672.

NACE International. 2018. State of the Art Report on Corrosion-Resistant Reinforcement. NACE Publication 21429-2018. NACE International, Houston, TX.

NDOT. 2008. NDOT Structures Manual. Nevada Department of Transportation, Carson City, NV. https://www.dot.nv.gov/doing-business/about-ndot/ndot-divisions/engineering/structures/structures-manual. Accessed May 10, 2024.

NDOT. 2019. NDOT Structures Manual Revision 2019–01. Nevada Department of Transportation, Carson City, NV. https://www.dot.nv.gov/home/showpublisheddocument/16564/636911121481300000. Accessed May 10, 2024.

NJDOT. 2016. Design Manual for Bridges and Structures, 6th Edition. New Jersey Department of Transportation, Trenton, NJ.

NJDOT. 2019. Standard Specifications for Road and Bridge Construction. New Jersey Department of Transportation, Trenton, NJ.

Nkurunziza, G., A. Debaiky, P. Cousin, and B. Benmokrane. 2005. Durability of GFRP Bars: A Critical Review of the Literature. Progress in Structural Engineering and Materials, Vol. 7, No. 4, pp. 194–209.

OMB. 2023. Guidelines and Discount Rates for Benefit-Cost Analysis of Federal Programs. Circular No. A-94, 2023. Office of Management and Budget. http://www.whitehouse.gov/wp-content/uploads/2023/11/CircularA-94.pdf. Accessed July 10, 2025.

O’Reilly, M., J. Sperry, D. Darwin, J. Lafikes, I. Somogie, S. Storm, and J. Browning. 2017. Corrosion Performance of Poorly Pickled Stainless Steel Reinforcement. ACI Materials Journal, pp. 839–845.

Pérez-Claros, E. and B. Andrawes. 2023. Textured Epoxy-Coated Rebars: Physical, Structural, and Empirical Characterization. Transportation Research Record: Journal of the Transportation Research Board, No. 2677, Vol. 8, pp. 372–387.

Phares, B., Y. Lee, B. Keierleber, J. Hupp, and A. Samudrala. 2014. Investigation of Field Corrosion Performance and Bond/Development Length of Galvanized Reinforcing Steel. Report IHRB Project TR-666. Iowa State University Institute for Transportation, Ames, IA.

Pianca, F., H. Schell, and G. Cautillo. 2005. The Performance of Epoxy Coated Reinforcement: Experience of the Ontario Ministry of Transportation. International Journal and Product Technology, Vol. 23, No. 3/4, pp. 286–308.

Pincheira, J., A. Aramayo, D. Fratta, and K. Kim. 2015. Corrosion Performance of Epoxy-Coated Bars in Four Bridge Decks Subjected to Deicing Salts: 30-year Perspective. Journal of Performance of Constructed Facilities, Vol. 29, No. 4, 04014097. DOI: 10.1061/(ASCE)CF.1943-5509.0000592.

Pincheira, J., A. Aramayo, K. Kim, and D. Fratta. 2008. Corrosion Protection Performance of Epoxy-Coated Reinforcing Bars. Report No. MN/RC 2008-47. Minnesota Department of Transportation. St. Paul, Minnesota.

Presuel-Moreno, F., J. Scully, and S. Sharp. 2008. Identification of Commercially Available Alloys for Corrosion-Resistant Metallic Reinforcement and Test Methods for Evaluating Corrosion-Resistant Reinforcement. Final Report VTRC 08-R21. Virginia Transportation Research Council, Charlottesville, VA. http://www.virginiadot.org/vtrc/main/online_reports/pdf/08-r21.pdf. Accessed May 21, 2024.

Pyć, W., W. Weyers, R. Weyers, D. Mokarem, and J. Zemajtis. 2000. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. Report VTRC 00-R16R. Virginia Transportation Research Council, Charlottesville, VA.

Rasheeduzzafar, D. F., M. Bader, and M. Khan. 1992. Performance of Corrosion Resisting Steels in Chloride-Bearing Concrete. ACI Material Journal, Vol. 89, No. 5, pp. 439–448.

RILEM. 1994a. RC5: Bond Test for Reinforcement Steel. 1. Beam Test. In RILEM Technical Recommendations for the Testing and Use of Construction Materials, E & FN Spon, UK.

RILEM. 1994b. RC6: Bond Test for Reinforcement Steel. 2. Pull-Out Test. In RILEM Technical Recommendations for the Testing and Use of Construction Materials, E & FN Spon, UK.

Sagüés, A. and C. Alexander. 2022. Synthesis of Galvanized Steel Reinforcement Corrosion Performance. Project BDV 25 977-81 Final Report. University of South Florida, Tampa, FL.

Sagüés, A., K. Lau, R. Powers, and R. Kessler. 2010. Corrosion of Epoxy-Coated Rebar in Marine Bridges—Part 1: A 30-Year Perspective. Corrosion, Vol. 66, No. 6, 065001, pp. 1–13.

Salomon, A. and C. Moen. 2014. Structural Design Guidelines for Concrete Bridge Decks Reinforced with Corrosion Resistant Reinforcing Bars. Report VCTIR 15-R10. Virginia Center for Transportation Innovation and Research, Charlottesville, VA.

Salomon, A., and C. Moen. 2017. Design, Installation, and Condition Assessment of a Concrete Bridge Deck Constructed with ASTM A1035 CS No. 4 Bars. Report VTRC 17-R16, Virginia Transportation Research Council, Charlottesville, VA.

Schmitz, G. K., and A. G. Metcalfe. 1966. Stress Corrosion of E-glass Fibers. Industrial & Engineering Chemistry Product Research and Development, Vol. 5, No. 1, pp. 1–8.

Scully, J., and M. Hurley. 2007. Investigation of the Corrosion Propagation Characteristics of New Metallic Reinforcing Bars. Report VTRC 07-CR9. Virginia Transportation Research Council, Charlottesville, VA.

Sen, R., G. Mullins, and T. Salem. 2002. Durability of E-glass/Vinyl Ester Reinforcement in Alkaline Solution. Structural Journal, Vol. 99, No. 3, pp. 369–375.

Shafei, B., B. Phares, and D. Saini. 2020. Field Investigation of Bridge Deck Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Rebar. Report No. MN 2020-05. Minnesota Department of Transportation, St. Paul, MN.

Shafei, B., B. Phares, D. Saini, D., and S. Azad. 2023. Assessment of Bridge Decks with Glass Fiber-Reinforced Polymer (GFRP) Reinforcement. Report No. MN 2023-13. Minnesota Department of Transportation, St. Paul, MN.

Shahrooz, B., R. Miller, K. Harries, and H. Russell. 2011. NCHRP Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement, Transportation Research Board, Washington, DC.

Shen, L., M. Soliman, and S. Ahmed. 2021. A Probabilistic Framework for Life-Cycle Cost Analysis of Bridge Decks Constructed with Different Reinforcement Alternatives. Engineering Structures, Vol. 245, 112879, ISSN 0141-0296. DOI: 10.1016/j.engstruct.2021.112879.

Shield, C., V. Brown, C. E. Bakis, and S. Gross. 2019. A Recalibration of the Crack Width Bond-Dependent Coefficient for GFRP-Reinforced Concrete. Journal of Composites forConstruction, Vol. 23, No. 4, 04019020.

Silica Fume Association. 2017. Life-365 v.2.2.3. http://www.life-365.org. Accessed July 9. 2024.

Smith, J. and Y. Virmani. 1996. Performance of Epoxy-Coated Rebars in Bridge Decks. Public Roads, Vol. 60, No. 2.

Sprinkel, M., R. Weyers, C. Blevins, A. Ramniceanu, and S. Weyers. 2010. Failure and Repair of Deck Closure Pour on Interstate 81. Transportation Research Record: Journal of the Transportation Research Board, No. 2150, pp. 119–128.

Swit, G. 2022. Durability of Stressed E glass Fibre in Alkaline Medium, In Recent Developments in Durability Analysis of Composite Systems, pp. 473–476. CRC Press.

T.Y. Lin International. 2016. GFRP Reinforced Deck Design Guidelines 1st Edition. Vermont Agency of Transportation, Montpelier, VT. https://vtrans.vermont.gov/sites/aot/files/highway/documents/structures/SEI%2017-002.pdf. Accessed, April 27, 2024.

Tanks, J. and Sharp, S. 2015. Characterization of a Stainless-Clad Steel Reinforcing Bar. Presented at the 94th Annual Meeting of the Transportation Research Board, Washington, DC.

Treat, C. and B. Dymond. 2021. Deterioration of Concrete Bridge Decks Containing Epoxy-Coated and Uncoated Reinforcement. Journal of Bridge Engineering, Vol. 26, No. 4. DOI: 10.1061/(ASCE)BE.1943-5592.0001694.

Tremblay, J. and G. Colgrove. 2013. Evaluation of Corrosion Resistance of Various Concrete Reinforcing Materials. Report 2013-07. Vermont Agency of Transportation, Montpelier, VT. https://resources.vtrans.vermont.gov/documents/archivedresearch/2013%20-%2007%20Evaluation%20of%20Corrosion%20Resistance%20of%20Various%20Concrete%20Reinforcing%20Materials.pdf. Accessed April 27, 2024.

VTrans. 2010. Structures Design Manual, 5th edition. Vermont Agency of Transportation, Montpelier, VT.

VTrans. 2024a. Structures Design Manual, draft revisions. Vermont Agency of Transportation, Montpelier, VT.

VTrans. 2024b. Standard Specifications for Construction. Vermont Agency of Transportation, Montpelier, VT.

Wambeke, B. W., and C. K. Shield. 2006. Development Length of Glass Fiber-Reinforced Polymer Bars in Concrete. ACI Materials Journal, Vol. 103, No. 1, p. 11.

Weed, R. 1980. Evaluation of Several Bridge Deck Protective Systems. Report 81-003-7783. New Jersey Department of Transportation, Division of Research and Demonstration, Trenton, NJ. https://www.nj.gov/transportation/business/research/reports/FHWA-NJ-1981-003-7783.pdf. Accessed May 10, 2024.

Williamson, G., R. Weyers, M. Brown, and M. Sprinkel. 2007. Bridge Deck Service Life Prediction and Costs. Report VTRC 08-CR4. Virginia Transportation Research Council, Charlottesville, VA.

Yeomans, S. 2004. Galvanized Steel Reinforcement in Concrete. Elsevier, Amsterdam.