A method for producing an integral bridge made from reinforced concrete and having a road deck , at least two arches and at least one pillar , wherein the bridge is produced in sections, wherein there are preliminarily erected a first abutment , the at least one pillar and optionally a second abutment , characterized in that - in a first structural portion there is produced a first arch with at least one tie rod , which interconnects the foot points of the arch , wherein a foot point of the arch is displaceably mounted; - the at least one tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the arch at the foot points of the corresponding arch , are taken up by the tie rod ; - in at least one further structural portion there is produced at least one further arch with at least one further tie rod , which interconnects the foot points of the further arch , wherein a foot point of the further arch is displaceably mounted; - optionally before or during the at least one further structural portion there is produced the second abutment , - the at least one further tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the further arch at the foot points of the corresponding arch , are taken up by the further tie rod ; - a first end point of the tie rod of the first arch is connected in a force-fitting manner to the first abutment , and a second end point of the further tie rod of a last arch is connected in a force-fitting manner to the second abutment ; - the remaining, in each case adjoining end points of the tie rods are connected to one another in a force-fitting manner; and - the corresponding foot points of the arches are connected in a force-fitting manner to the abutments and to the at least one pillar . - in a first structural portion there is produced a first arch with at least one tie rod , which interconnects the foot points of the arch , wherein a foot point of the arch is displaceably mounted; - the at least one tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the arch at the foot points of the corresponding arch , are taken up by the tie rod ; - in at least one further structural portion there is produced at least one further arch with at least one further tie rod , which interconnects the foot points of the further arch , wherein a foot point of the further arch is displaceably mounted; - optionally before or during the at least one further structural portion there is produced the second abutment , - the at least one further tie rod is so highly tensioned that the horizontal forces, which are caused by the intrinsic weight of the further arch at the foot points of the corresponding arch , are taken up by the further tie rod ; - a first end point of the tie rod of the first arch is connected in a force-fitting manner to the first abutment , and a second end point of the further tie rod of a last arch is connected in a force-fitting manner to the second abutment ; - the remaining, in each case adjoining end points of the tie rods are connected to one another in a force-fitting manner; and - the corresponding foot points of the arches are connected in a force-fitting manner to the abutments and to the at least one pillar . <EOS>