Beams were cured for 7 days with a water sheet inside forms; then beams were unmolded and covered with a curing compound up to 28 days of age. For concrete quality control, nine 150 x 300 mm concrete cylinders were cast ans tested to estímate the compression strength at 7,14 and 28 days of age. 100 x 200 cylinders of were also orepared to obtain results on chloride ions penetration at different ages, during damage induction.
Para el control de la calidad del concreto se fabricaron nueve cilindros de concreto de 150 x 300 mm para determinar su resistencia a la compresión a los 7, 14 y 28 días de edad; y cilindros de 100 x 200 mm los cuales fueron utilizados para obtener la penetración de iones cloruros a diferentes tiempos durante la inducción del deterioro.