{"id":29123,"date":"2017-08-11T00:12:05","date_gmt":"2017-08-11T00:12:05","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-7-3-testing-and-inspection\/"},"modified":"2018-01-26T15:36:40","modified_gmt":"2018-01-26T20:36:40","slug":"section-7-3-testing-and-inspection","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/es\/city-hall\/public-works\/engineering-division\/section-7-3-testing-and-inspection\/","title":{"rendered":"Secci\u00f3n 7 3. Pruebas e inspecci\u00f3n"},"content":{"rendered":"<\/p>\n

SECCI\u00d3N 7 SISTEMA DE RECOLECCI\u00d3N POR GRAVEDAD DE ALCANTARILLADO SANITARIO<\/p>\n

\u00a0<\/p>\n

3. PRUEBAS E INSPECCI\u00d3N<\/strong><\/p>\n

A. El Contratista y el Ingeniero inspeccionar\u00e1n todas las l\u00edneas de alcantarillado instaladas, verificando visualmente la alineaci\u00f3n de cada secci\u00f3n antes de su puesta en servicio. Se observar\u00e1 un c\u00edrculo completo de luz al mirar a trav\u00e9s de la tuber\u00eda una luz colocada en el extremo opuesto de la secci\u00f3n de la l\u00ednea de alcantarillado que se inspecciona. El Contratista realizar\u00e1 las correcciones necesarias en la l\u00ednea o la pendiente.<\/p>\n

B. El Inspector de la Ciudad debe ser notificado por escrito al menos 24 horas antes de todas las pruebas formales programadas.<\/p>\n

C. Pruebas de fugas:<\/p>\n

1. Antes de realizar la prueba de fugas, la zanja deber\u00e1 rellenarse completamente y compactarse adecuadamente. La prueba se realizar\u00e1 justo antes de la pavimentaci\u00f3n final sobre la zanja.<\/p>\n

2. Compruebe las tuber\u00edas para detectar fugas mediante pruebas de exfiltraci\u00f3n. En zonas donde las tuber\u00edas se instalen por debajo del nivel fre\u00e1tico, aseg\u00farese de que no haya infiltraciones antes de realizar las pruebas de exfiltraci\u00f3n.<\/p>\n

3. Las fugas visibles en el sistema deber\u00e1n corregirse independientemente de la cantidad de la fuga.<\/p>\n

4. El procedimiento de prueba de infiltraci\u00f3n se utilizar\u00e1 cuando el nivel fre\u00e1tico se encuentre 60 cm o m\u00e1s por encima de la parte superior de la tuber\u00eda en el extremo superior del tramo de tuber\u00eda que se va a probar. La infiltraci\u00f3n se medir\u00e1 utilizando un vertedero adecuado u otro dispositivo aceptable.<\/p>\n

5. Se realizar\u00e1 una prueba de exfiltraci\u00f3n cuando no se pueda realizar adecuadamente una prueba de infiltraci\u00f3n.<\/p>\n

6. La prueba de exfiltraci\u00f3n se realizar\u00e1 llenando el pozo de registro, la l\u00ednea y las derivaciones laterales con agua limpia. Las l\u00edneas llenas se dejar\u00e1n reposar hasta que la tuber\u00eda alcance su absorci\u00f3n m\u00e1xima, pero no menos de 4 horas. Tras la absorci\u00f3n, se restablecer\u00e1 la carga. Los l\u00edmites permisibles de infiltraci\u00f3n o exfiltraci\u00f3n para todo el sistema, o cualquier parte del mismo, no exceder\u00e1n una tasa de 100 galones por pulgada de di\u00e1metro interior de la tuber\u00eda por milla de tuber\u00eda por 24 horas; no se aplicar\u00e1 ning\u00fan l\u00edmite adicional para las derivaciones laterales de servicio. Cuando la fuga supere la cantidad m\u00e1xima especificada, se realizar\u00e1 una correcci\u00f3n satisfactoria y se volver\u00e1 a probar el sistema. La correcci\u00f3n y la nueva prueba correr\u00e1n a cargo del Contratista.<\/p>\n

7. Las fugas de exfiltraci\u00f3n de pozos de registro no deben exceder los 4 galones por d\u00eda por pozo de registro probado.<\/p>\n

8. Una vez finalizadas todas las pruebas y la pavimentaci\u00f3n, el sistema de alcantarillado sanitario se televisar\u00e1, a expensas del Contratista\/Desarrollador. El Ingeniero Municipal o su designado revisar\u00e1 la copia digital del video de la l\u00ednea de alcantarillado en un formato aceptable y el informe de inspecci\u00f3n. El Contratista ser\u00e1 responsable de corregir cualquier deficiencia observada antes de que el Ingeniero de Registro certifique la finalizaci\u00f3n de la obra ante cualquier organismo.<\/p>","protected":false},"excerpt":{"rendered":"

SECTION 7 SANITARY SEWER GRAVITY COLLECTION SYSTEM \u00a0 3. TESTING AND INSPECTION A.\u00a0The Contractor and Engineer shall inspect all installed […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":28940,"menu_order":183,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_searchwp_excluded":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[],"tags":[],"class_list":["post-29123","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 7 3. 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