CONCRETE SAFETY BARRIER PERFORMED ON SITE (Machine-translation by Google Translate, not legally binding)

Concrete safety barrier executed on site, being a New Jersey type barrier with asymmetric configuration with respect to a cross section and that is executed by means of a sliding formwork; characterized by its cross section comprising a base (1) with a width of between 572 mm and 612 mm; a wall comprising two inclined faces (2) with a turning point (3) between the two inclined faces that is at a height of between 180 mm and 240 mm, the total height of the wall being between 800 mm and 860 mm and an inclination (α) with respect to the horizontal of between 75º and 89º; a discontinuous wall (4) with a total height similar to the previous wall, where the lower face (5) has a height of between 180 mm and 240 mm, and an inclination (β) with respect to the horizontal of between 75º and 89º ; where the intermediate step (6) of the discontinuous wall has a height of between 132 mm and 172 mm, a width of between 134 mm and 175 mm, and an inclination (Ω) with respect to the horizontal of between 34º and 55º; where the upper face (7) of the discontinuous wall has a width of between 40 and 80 mm and an inclination (μ) with respect to the horizontal of between 72º and 88º; and an upper face (8), which closes the assembly, with a width of between 110 mm and 155 mm; and where the barrier is constituted by a reinforced concrete of resistance at least HA-30 that longitudinally incorporates at least two steel rods (8) with a diameter of 12 mm B500SD as internal reinforcement. (Machine-translation by Google Translate, not legally binding) 1. Barrera de seguridad de hormigón ejecutada in situ, siendo una barrera del tipo New Jersey con configuración asimétrica respecto de una sección transversal y que se ejecuta mediante un encofrado deslizante; que se caracteriza por que su sección transversal comprende una base (1) con una anchura de entre 572 mm y 612 mm; una pared que comprende dos caras inclinadas (2) con un punto de inflexión (3) entre las dos caras inclinadas que está a una altura de entre 180 mm y 240 mm, siendo la altura total de la pared de entre 800 mm y 860 mm y una inclinación (α) respecto de la horizontal de entre 75º y 89º; una pared discontinua (4) con una altura total similar a la anterior pared, donde el paramento inferior (5) tiene una altura de entre 180 mm y 240 mm, y una inclinación (β) respecto de la horizontal de entre 75º y 89º; donde el escalón intermedio (6) de la pared discontinua tiene una altura de entre 132 mm y 172 mm, una anchura de entre 134