“…Accelerated degradation of material Cathodic protection (Stewart et al, 2012;Vicroads, 2015); Increase in concrete cover thickness, improve quality of concrete (strength grade), protective surface coatings and barriers, use of stainless steel, galvanized reinforcement, corrosion inhibitors, electrochemical chloride extraction (Stewart et al, 2012); Protection by design, preservative treatment and the use of modified wood for timber bridges (Mahnert & Hundhausen, 2017); More frequent inspection and maintenance Heat-induced damage to pavements and rails Use of polymer modified binders (Vicroads, 2015); Development of new heat resistant paving materials (FHWA, 2009;NRC, 2008); More frequent maintenance (ATSE, 2008;FHWA, 2009;FHWA, 2013;Lindgren et al, 2009); Use of concrete railroad ties instead of wood ties (Delgado & Aktas, 2016); More expansion joints in pavements and rails (Meyer & Weigel, 2011); Introducing speed restrictions (Mehrotra et al, 2011). Increased long-term deformations Improved monitoring and inspection of bridges (Mahnert & Hundhausen, 2017) Increased scour rate Use of riprap (FHWA, 2009;Mondoro et al, 2018;Nemry & Demirel, 2012;NRC, 2008); Partially grouted riprap, concrete block systems, gabion mattresses, grout-filled mattresses; Upstream walls and obstructions, collars, etc. (Mondoro et al, 2018;NRC, 2008); Use of sacrificial embankments (Brand, Dewoolkar, & Rizzo, 2017); Increased use of sonars to monitor streambed flow and bridge scour (FHWA, 2009;NRC, 2008); For further scour protection measures see e.g., Arneson, Zevenbergen, Lagasse, and Clopper (2012); and Chen and Duan (2014) Side-slope failure and Landslides Adequate slope stabilization measures, river bank protection works (FHWA, 2009;NRC, 2008;Regmi & Hanaoka, 2011); Relocation, modification of slope geometry, drainage, retaining structures, internal slope reinforcement (see, e.g., Chen & Duan, 2014, p. 337…”