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1 Introduction Bridge Health Monitoring (BHM) usually refers to the process of implementing a damage detection and characterization strategy for bridge structures management. [ 1 , 2 , 3 , 4 , 5 , 6 , 7 ] Here, damage is defined as changes to the material and/or geometric properties of a structural system, including changes to the boundary conditions and system connectivity, which adversely affect the system’s performance. Process of BHM can be generally defined as an act of acquiring, processing, communicating and archiving information about the structure

References [1] Meier, U. (1992). Carbon Fiber - Reinforced Polymers: Modern Materials in Bridge Engineering. IABSE, Structural Engineering International , 2(1), 7-12. [2] Andrä, H-P., Maier, M. (2000). Post-strengthening with Externally Bonded Prestressed CFRP Strips. In Report of the 16th Congress of IABSE, Lucerne 2000 (1507-1514). Lucerne. [3] Berset, T., Schwegler, G., Trausch, L. (2002). Verstärkung einer Autobahnbrücke mit vorgespannten CFK-Lamellen. tec-21 , 128(22), 27-29. [4] EL-Hacha, R., Gren, M., Wight, G. (2003). Innovative System for Prestressing

References Radetic, R. (2005). Prekidačka napajanja. Beograd: Nauka. Radetic, R. (2006). Tranzistorski pretvaraci. Bor: Radojle Radetic. Jang, Y., Jovanović, M. (2007). A new PWM ZVS full-bridge converter. IEEE Trans. Power Electron. , 22 (3), 987-994. ISL6551 (2006). Intersil, Data Sheet. January 3, 2006, FN9066.5. Radetic, R. M., Milivojevic, D. R. (2009). RR complementary control method for transistor bridge converter. In International Symposium on Power Electronics - EE 2009 , October 28-30, 2009. Novi Sad, Republic of Serbia.

References Křístek, V. & Vráblík, L. (2007). Optimisation of tendon layout to avoid excessive deflections of long-span prestressed concrete bridges. Concrete Engineering International UK , Volume 11, Number 1 Štroner, M. & Hampacher, M. (2011). Zpracování a analýza měření v inženýrské geodézii , 1. Vydání Praha, CTU Publishing house Štroner, M., Urban, R., Vráblík, L.& Matouš, Z. (2012). Measurement of deflection line on the General Chabera Bridge in Litoměřice. Geodesy, Cartography and Geographic Information Systems 2012 [CD-ROM]. Košice: Berg Faculty TU

References [1] VIČAN, J. et al.: Determination of load carrying capacity of railway bridges, Guideline of Railways of the Slovak Republic, 2015 (in Slovak). [2] STN EN 1991-2, Eurocode 1: Actions on structures, Part 2: Traffic loads on bridges, Slovak Office of Standards, Metrology and Testing, 2006. [3] STN EN 15528: Railway applications – Line categories for managing the interface between load limits of vehicles and infrastructure, Slovak Office of Standards, Metrology and Testing, 2013. [4] STN EN 1991, Eurocode 1: Actions on structures, Part 1-1: General

References [1]. SR EN 1995-1-1-2004. Eurocode 5: Design of timber structures. Part 1-1: General - Common rules and rules for buildings. [2]. SR EN 1995-1-1-2004/NB:2008. Eurocode 5: Design of timber structures. Part 1-1: General - Common rules and rules for buildings. National Annex. [3] SR EN 1995-2-2005. Eurocode 5: Design of timber structures. Part 2: Bridges. [4] SR EN 1995-2-2005/NB:2008. Eurocode 5: Design of timber structures. Part 2: Bridges.. National Annex. [5] SR EN 338:2010. Structural timber. Strength classes. [6] NP 005 - 2003. Design of timber

References Beser J., Parkinson B. W., (1982). The application of NAVSTAR differential GPS in the civilian community. Navigation , 29(2), 107-136 Chmielewski T., Zębaty Z., (1998) Podstawy dynamiki budowli - ARKADY, Warszawa Cosser E. (2004), Bridge deflection monitoring and frequency identification with single frequency GPS receiver , Institute of Engineering Surveying and Space Geodesy, University of Nottingham, UK Czudek H., Wysocki A. (2005), Trwałość mostów drogowych ; WKŁ Warszawa Figurski M., Chmielewski M., Kroszczyński K., Kamiński P., Gałuszkiewicz

REFERENCES 1. Andersson L: “Det kontinuerliga förebyggande underhållet av broar – en förstudie” (“The continuous preventive maintenanc of bridges – a pilot study”), Report , RISE CBI Betonginstitutet, Stockholm, Sweden, 2018. (In Swedish). 2. Swedish Transport Agency: “BaTMan Bridge and Tunnel Management, Swedish Transport Agency, 2018. [Online]. Available: . [Visited October 2017]. (Database in Swedish). 3. Swedish Transport Agency: “TDOK 2013:0415, Version 1, Demands Bridge maintenance,” Swedish Transport Agency

References [1] Jonsson, D. K. (2007): Indirect energy associated with Swedish road transport. European Journal of Transport and Infrastructure Research; 7(3), pp. 183–200. [2] Federici, M., S. Ulgiati, et al. (2003): Efficiency and sustainability indicators for passenger and commodities transportation systems. The case of Siena, Italy. Ecological Indicators; 3, pp. 155–169. [3] Caroll, M. (2010); An Investigation into Concrete Composite Strengthening of a Continuous Wrought Iron Railway Bridge using Precast Concrete Deck Slabs Bridge , University of Surrey

References [1] Zoghi, M. (Ed.). The International Handbook of FRP Composites in Civil Engineering . Boca Raton: CRC Press, Taylor & Francis Group LLC, 2014. [2] Kitane, Y., Aref, A., and Lee, G. Static and fatigue testing of hybrid fiber-reinforced polymer concrete bridge superstructure. ASCE, Journal of Composites in Construction , vol.8, 2004, no.2, p.182–190. [3] Gutiérrez, E., Primi, S., Mieres, J.M., and Calvo. I. Structural testing of a vehicular carbon fiber bridge: quasi-static and short-term behavior. ASCE, Journal of Bridge Engineering , vol.13, 2008