Due to restrictions posed by navigational traffic, it was implausible to place a pier in the middle of the river. Therefore, in 1903, engineer Louis Biette, with the help of Fulgence Bienvenüe, conceptualized a metallic bridge that crossed the river in a single span. It was designed by the architect Jean-Camille Formigé, who also designed the Pont de Bir-Hakeim, the greenhouses of Auteuil, and the park below the Basilica of Sacré-Coeur, and restored the Roman amphitheater in Arles and the Roman theater in Orange. Formigé decorated the steel arcs with marine-themed reliefs, including dolphins, seashells and seaweeds. Parts of the steel footings are etched with figures of the ParisianCoat of Arms, which symbolizes steadfastness. Tasked with the bridge construction, the Building Society of Levallois-Perret proposed a bridge with a span reaching, which was a record out of all the Parisian bridges at the time. Nowadays, this is only surpassed by Pont Charles-de-Gaulle. The viaduct consists of two reversed steel parabolic arcs joined together at three locations—two near the river banks and one exactly on the top of the arcs—and a single suspended deck about 8.5 m in width and hovering 11 m above water. As the deck is too close to the water, the arcsought to be elevated above the deck and affixed at each end to a giant stoneabutment, 22 m x 18 m in dimension. The approach to the bridge from the left bank posed no particular issue to the construction project but it wasn't practical to remove the existing structures on the right bank to clear way for the bridge exit. Therefore, to circumvent this problem, instead of a straight exit leading out from the main bridge, a curved structure was erected with riveted girders parallel to the rails. The helicoid ramp, which has a radius of approximately 75 m and a 40‰ gradient, bends in until the rails point downstream. The rails then disappear beneathla Place Mazas and re-emerge at the other end. The construction of the viaduct began in 1903 and was completed by the following year. In 1936, the bridge body was consolidated to allow it to carry more load.