{"id":91,"date":"2026-10-08T01:42:14","date_gmt":"2026-10-07T23:42:14","guid":{"rendered":"https:\/\/softqrate.com\/blog\/?p=91"},"modified":"2026-10-08T01:42:14","modified_gmt":"2026-10-07T23:42:14","slug":"series-hormigon-cuantas-probetas-lotes-codigo-estructural","status":"publish","type":"post","link":"https:\/\/softqrate.com\/blog\/series-hormigon-cuantas-probetas-lotes-codigo-estructural\/","title":{"rendered":"Series de hormig\u00f3n: cu\u00e1ntas probetas hacer y cada cu\u00e1ntos m\u00b3 seg\u00fan el C\u00f3digo Estructural"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">Es una de las dudas que m\u00e1s se repiten a pie de obra: <strong>\u00bfcu\u00e1ntas probetas de hormig\u00f3n tengo que hacer y cada cu\u00e1ntos metros c\u00fabicos \/ cuadrados?<\/strong> La respuesta corta, en la modalidad de control estad\u00edstico \u2014la de aplicaci\u00f3n general\u2014 es esta:<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">El hormig\u00f3n se divide en <strong>lotes<\/strong> (con un tama\u00f1o m\u00e1ximo que, con car\u00e1cter general, no supera los <strong>100 m\u00b3<\/strong> y ciertos l\u00edmites de tiempo y tipo de elemento). De cada lote se controlan <strong>N amasadas<\/strong> (habitualmente <strong>N \u2265 3<\/strong>), y de cada amasada se toman <strong>al menos 2 probetas<\/strong> para romper a 28 d\u00edas, m\u00e1s <strong>2 o 3 de reserva<\/strong>.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">A partir de aqu\u00ed entramos en el detalle que necesita la direcci\u00f3n de ejecuci\u00f3n de obra (DEO) para planificar las tomas sin quedarse corto ni pasarse. Todo seg\u00fan el <strong>C\u00f3digo Estructural<\/strong> (RD 470\/2021), que <a href=\"https:\/\/softqrate.com\/blog\/ehe-08-codigo-estructural-control-hormigon\/\">sustituye a la EHE-08<\/a>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Qu\u00e9 es una serie o lote de control de la resistencia<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Un <strong>lote de control de la resistencia<\/strong> es el conjunto de amasadas de hormig\u00f3n cuya conformidad se comprueba de forma conjunta. Seg\u00fan el art\u00edculo <strong>57.5.4.1<\/strong> del C\u00f3digo Estructural, todas las amasadas de un mismo lote deben cumplir tres condiciones:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Proceder del <strong>mismo suministrador<\/strong>.<\/li>\n\n\n\n<li>Estar elaboradas con los <strong>mismos materiales componentes<\/strong>.<\/li>\n\n\n\n<li>Tener la <strong>misma dosificaci\u00f3n nominal<\/strong>.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">En obra, cada lote se traduce en una o varias <strong>series de probetas<\/strong>: las muestras que tomas, identificas y curas para ensayar su resistencia a compresi\u00f3n.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>C\u00f3mo se forman los lotes: cada cu\u00e1ntos m\u00b3 (tabla 57.5.4.1)<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">El tama\u00f1o m\u00e1ximo del lote lo fija la <strong>tabla 57.5.4.1<\/strong> del C\u00f3digo, atendiendo a la vez a tres l\u00edmites (rige siempre el <strong>m\u00e1s restrictivo<\/strong>): volumen de hormig\u00f3n, tiempo de hormigonado y tipo de elemento estructural. De forma orientativa:<\/p>\n\n\n\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"639\" height=\"719\" src=\"https:\/\/softqrate.com\/blog\/wp-content\/uploads\/2026\/07\/image.png\" alt=\"\" class=\"wp-image-125\" srcset=\"https:\/\/softqrate.com\/blog\/wp-content\/uploads\/2026\/07\/image.png 639w, https:\/\/softqrate.com\/blog\/wp-content\/uploads\/2026\/07\/image-267x300.png 267w\" sizes=\"auto, (max-width: 639px) 100vw, 639px\" \/><\/figure>\n\n\n\n<p class=\"wp-block-paragraph\">Adem\u00e1s, hay dos reglas que conviene tener siempre presentes:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>M\u00ednimo 3 lotes por obra.<\/strong> Aunque el volumen sea peque\u00f1o, el control se organiza en al menos tres lotes.<\/li>\n\n\n\n<li><strong>Ning\u00fan lote puede superar las <\/strong>2 <strong> semanas.<\/strong> En ning\u00fan caso un lote estar\u00e1 formado por amasadas suministradas durante un periodo superior a dos semanas, aunque no llegue al l\u00edmite de volumen.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\"><em>Nota:<\/em> los valores de la tabla son orientativos y var\u00edan seg\u00fan el tipo de elemento y la clase de exposici\u00f3n. Para el dimensionamiento exacto, consulta siempre la tabla 57.5.4.1 en el texto vigente del C\u00f3digo Estructural.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Cu\u00e1ntas amasadas se controlan por lote (el valor N)<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Dentro de cada lote no se ensayan todas las amasadas: se controla un n\u00famero <strong>N<\/strong> de ellas. En control estad\u00edstico:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Caso general (hormig\u00f3n sin distintivo):<\/strong> <strong>N \u2265 3<\/strong> amasadas por lote.<\/li>\n\n\n\n<li><strong>Hormig\u00f3n de alta resistencia (f<\/strong><strong><sub>ck<\/sub><\/strong><strong> \u2265 50 N\/mm\u00b2):<\/strong> se exige un control m\u00e1s intenso, <strong>N \u2265 6<\/strong>.<\/li>\n\n\n\n<li><strong>Hormig\u00f3n con distintivo de calidad oficialmente reconocido (DCOR):<\/strong> el n\u00famero de amasadas a controlar se <strong>reduce<\/strong>, porque el distintivo ya aporta garant\u00eda de la central.<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Cu\u00e1ntas probetas por amasada<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">De cada amasada controlada se toma una muestra con la que se fabrican varias probetas. El C\u00f3digo exige, como m\u00ednimo:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>2 probetas para romper a 28 d\u00edas<\/strong> (la edad de referencia de la resistencia caracter\u00edstica).<\/li>\n\n\n\n<li><strong>2 probetas de reserva<\/strong>, para ensayar si fuera necesario a edades superiores a 28 d\u00edas (por ejemplo, si un resultado no es conforme).<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">En la pr\u00e1ctica, muchos equipos fabrican <strong>6 probetas por amasada<\/strong>: 2 para un control a edad temprana (7 d\u00edas, orientativo), 2 a 28 d\u00edas y 2 de reserva. As\u00ed tienes margen ante cualquier incidencia sin volver a la obra a por m\u00e1s muestra.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Cu\u00e1ndo se puede ampliar el tama\u00f1o del lote<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">El tama\u00f1o de lote de la tabla puede aumentarse en dos supuestos, lo que reduce el n\u00famero de tomas:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Central con dispersi\u00f3n certificada:<\/strong> el tama\u00f1o del lote se multiplica por <strong>dos<\/strong>.<\/li>\n\n\n\n<li><strong>Hormig\u00f3n con distintivo oficialmente reconocido (DCOR):<\/strong> se admite un tama\u00f1o de lote mayor y un control menos intenso.<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Ejemplo pr\u00e1ctico<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Vas a hormigonar <strong>los pilares de una planta<\/strong>, con un volumen previsto de unos <strong>90 m\u00b3<\/strong> de un hormig\u00f3n HA-25 sin distintivo, suministrado en dos semanas:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Lote:<\/strong> cabe en un solo lote (por debajo de 100 m\u00b3, dentro de las 2 semanas.<\/li>\n\n\n\n<li><strong>Amasadas a controlar:<\/strong> N \u2265 3.<\/li>\n\n\n\n<li><strong>Probetas:<\/strong> al menos 2 a 28 d\u00edas + 2 de reserva por cada una de las 3 amasadas \u2192 como m\u00ednimo <strong>12 probetas<\/strong> (y 18 si fabricas 6 por amasada).<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Este c\u00e1lculo, multiplicado por decenas de lotes en una obra real, es exactamente lo que se descontrola cuando se lleva en papel o en una hoja de c\u00e1lculo.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>C\u00f3mo no perder el control de las series en obra<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">El error m\u00e1s caro no suele ser hacer mal una probeta, sino <strong>que se pase la toma<\/strong> o que la rotura a 28 d\u00edas llegue sin que nadie la haya anotado. Aqu\u00ed es donde una herramienta de control de calidad ayuda: <strong>SoftQrate<\/strong>  avisa cuando vence cada toma y mantiene la tabla de seguimiento de resistencias actualizada sola, con trazabilidad de cada probeta. Menos hoja de c\u00e1lculo, menos sustos a 28 d\u00edas.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Puedes probarlo gratis en <a href=\"https:\/\/softqrate.com\">softqrate.com<\/a>.<\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Preguntas frecuentes<\/strong><\/h2>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>\u00bfCu\u00e1ntas probetas de hormig\u00f3n se hacen por amasada?<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Como m\u00ednimo 2 para romper a 28 d\u00edas y 2 de reserva. Es habitual fabricar 6 por amasada para tener margen ante cualquier incidencia.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>\u00bfCada cu\u00e1ntos metros c\u00fabicos se hace un lote?<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Depende del tipo de elemento, pero con car\u00e1cter general, el tama\u00f1o m\u00e1ximo del lote no supera los 100 m\u00b3( con reservas seg\u00fan  tabla 57.5.4.1 ), pero tambi\u00e9n manda el l\u00edmite de tiempo (1\u20132 semanas ) y el tipo de elemento. Rige el criterio m\u00e1s restrictivo.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>\u00bfCu\u00e1ntos lotes m\u00ednimo hay que hacer en una obra?<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Al menos 3 lotes, aunque el volumen de hormig\u00f3n sea reducido.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>\u00bfCambia esto respecto a la EHE-08?<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">El esquema de control estad\u00edstico se mantiene, pero el C\u00f3digo Estructural reordena los criterios. Lo vemos en detalle en <a href=\"https:\/\/softqrate.com\/blog\/ehe-08-codigo-estructural-control-hormigon\/\">EHE-08 vs C\u00f3digo Estructural<\/a>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Fuentes<\/strong><\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Real Decreto 470\/2021, de 29 de junio (C\u00f3digo Estructural) \u2014 BOE: <a href=\"https:\/\/www.boe.es\/buscar\/doc.php?id=BOE-A-2021-13681\">BOE-A-2021-13681<\/a><\/li>\n\n\n\n<li>Art\u00edculo 57 del C\u00f3digo Estructural \u2014 <a href=\"https:\/\/www.iberley.es\/legislacion\/articulo-57-codigo-estructural\">texto del articulado<\/a><\/li>\n\n\n\n<li>Ministerio de Transportes y Movilidad Sostenible \u2014 <a href=\"https:\/\/www.transportes.gob.es\/ministerio\/normativa-y-estudios-tecnicos\/reglamentacion-vigente-sobre-seguridad-estructural\/codigo-estructural\">C\u00f3digo Estructural<\/a><\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\"><em>Art\u00edculo divulgativo. No sustituye el articulado oficial del C\u00f3digo Estructural ni el criterio de la direcci\u00f3n facultativa. Para el dimensionamiento exacto de lotes, valores de N y criterios de aceptaci\u00f3n, consulta la tabla 57.5.4.1 y el texto vigente.<\/em><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Es una de las dudas que m\u00e1s se repiten a pie de obra: \u00bfcu\u00e1ntas probetas de hormig\u00f3n tengo que hacer y cada cu\u00e1ntos metros c\u00fabicos \/ cuadrados? La\u2026<\/p>\n","protected":false},"author":2,"featured_media":94,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[58],"tags":[35,32,33,34,36],"class_list":["post-91","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-hormigon","tag-control-estadistico-del-hormigon","tag-lotes-de-control-de-la-resistencia","tag-numero-de-amasadas-n","tag-series-de-hormigon","tag-tabla-57-5-4-1-codigo-estructural"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.6 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Series de hormig\u00f3n: cu\u00e1ntas probetas y cada cu\u00e1ntos m\u00b3<\/title>\n<meta name=\"description\" content=\"Cu\u00e1ntas probetas de hormig\u00f3n hacer y c\u00f3mo se forman los lotes de control seg\u00fan el C\u00f3digo Estructural: tama\u00f1o de lote, n\u00famero de amasadas N y criterios de aceptaci\u00f3n.\" 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