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REFERENCES 1. Veganzones Muñoz JJ, Pacoste C, Pettersson L & Karoumi R: “Influence of Edge Beam on Behavior of Bridge Overhangs”. ACI Structural Journal , Vol. 115, 2018, pp. 957-70. 2. Vaz Rodrigues R: “Shear Strength of Reinforced Concrete Bridge Deck Slabs”. Thesis No. 3739 (PhD Thesis). École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland, 2007. 3. Reissen K & Hegger J: “Experimental investigations on the effective width for shear of single span bridge deck slabs”. (“Experimentelle Untersuchungen zur mitwirkenden Breite für Querkraft von

Implementations in Bridge Investment and Management,” Doctoral thesis, KTH Royal Institute of Technology, Dept. of Civil & Architectural Engineering, Stockholm, Sweden, 2013. 7. Veganzones J, Sundquist H, Pettersson L & Karoumi R: “Life-Cycle Cost analysis as a tool in the developing process for new bridge edge beam solutions,” Structure and Infrastructure Engineering , Vol. 49, 2015, pp 1737-17746. 8. Tang L, Utgennant P & Boubitas D: “Durability and Service Life Prediction of Reinforced Concrete Structures,” Journal of the Chinese Ceramic Society , Vol 43, 2015. 9. Tang L