{"id":29099,"date":"2017-08-11T00:11:52","date_gmt":"2017-08-11T00:11:52","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-5-12-utility-trench-restoration-with-flowable-fill-option\/"},"modified":"2018-01-26T14:09:22","modified_gmt":"2018-01-26T19:09:22","slug":"section-5-12-utility-trench-restoration-with-flowable-fill-option","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/es\/city-hall\/public-works\/engineering-division\/section-5-1-general\/section-5-12-utility-trench-restoration-with-flowable-fill-option\/","title":{"rendered":"Secci\u00f3n 5 12. Restauraci\u00f3n de zanjas de servicios p\u00fablicos (con opci\u00f3n de relleno fluido)"},"content":{"rendered":"<\/p>\n<table>\n<caption>Restauraci\u00f3n de zanjas de servicios p\u00fablicos<\/caption>\n<tbody>\n<tr>\n<td>\n<p><strong>SECCI\u00d3N 5 TRABAJOS EN EL SITIO Y EN LA CARRETERA<\/p>\n<p>12. Restauraci\u00f3n de zanjas de servicios p\u00fablicos (con opci\u00f3n de relleno fluido)<\/strong><\/p>\n<p>Segundo corte: El pavimento existente se cortar\u00e1 con sierra a lo largo de una l\u00ednea recta ordenada hasta el punto m\u00e1s alejado del asfalto roto o alterado.<\/p>\n<p>Capa base de roca caliza compactada del doble del espesor de la base adyacente o 12\u2033 m\u00ednimo compactada a una densidad de 98% (el contratista debe proporcionar los resultados de la prueba de densidad antes de pavimentar) Proctor T180 modificado.<\/p>\n<p>Relleno limpio sin rocas mayores de 2\u2033 ni arena gruesa. Elevaci\u00f3n de 12\u2033 compactada mec\u00e1nica e hidr\u00e1ulicamente con 90%.<\/p>\n<p>Arena limpia compactada hidr\u00e1ulicamente a una densidad de 90 grados modificada Proctor T180 o relleno fluido seg\u00fan lo aprobado por el ingeniero de la ciudad.<\/p>\n<p>En caso de suelos inestables, como turba, lodo u otros suelos org\u00e1nicos, limo el\u00e1stico o arcillas por debajo del nivel fre\u00e1tico, se requiere una cimentaci\u00f3n. El material de la cimentaci\u00f3n ser\u00e1 arena gruesa de 15 cm.<\/p>\n<p>Hormig\u00f3n asf\u00e1ltico tipo S-III, con un espesor m\u00ednimo de 5 cm. Aplicar una capa de liga a la base y a lo largo de los bordes del asfalto existente.<\/p>\n<p>Fresar y repavimentar un m\u00ednimo de 1\u2033 por carril completo o seg\u00fan lo indique el Departamento de Obras P\u00fablicas antes de colocar el pavimento. Se requiere la inspecci\u00f3n de Obras P\u00fablicas de la Ciudad.<\/p>\n<p>Etapa #1: Coloque el relleno fluido a la mitad de la altura a ambos lados del servicio. Deje que endurezca antes de colocar la etapa #2.<\/p>\n<p>Etapa #2: Coloque el relleno fluido en la base de la cimentaci\u00f3n existente. No permita que el servicio p\u00fablico que se est\u00e1 instalando flote. Si se proporciona un m\u00e9todo para evitar la flotaci\u00f3n, las etapas #1 y #2 pueden combinarse si lo aprueba el ingeniero. Si la tuber\u00eda es sumergida, coloque al menos 15 cm de arena compactada por encima de la tuber\u00eda o c\u00fabrala con pl\u00e1stico.<\/p>\n<p>Base de roca caliza compactada que coincida con el espesor de la base adyacente o compactada 12\u2033 como m\u00ednimo en capas de 6\u2033 de espesor hasta una densidad de 98%. 9El contratista debe proporcionar los resultados de la prueba de densidad antes de pavimentar) Proctor T180 modificado.<\/p>\n<p>Hormig\u00f3n asf\u00e1ltico: tipo S-III, con un espesor m\u00ednimo de 5 cm. Aplicar una capa de liga a la base y a lo largo de los bordes del asfalto existente.<\/p>\n<p>Fresar y repavimentar al menos 2,5 cm (1 pulgada) para completar un carril, o seg\u00fan lo indique el Departamento de Obras P\u00fablicas. Antes de colocar el pavimento, se requiere una inspecci\u00f3n del Departamento de Obras P\u00fablicas de la Ciudad.<\/p>\n<p>Segundo corte: El pavimento existente se cortar\u00e1 con sierra a lo largo de una l\u00ednea recta ordenada hasta el punto m\u00e1s alejado del asfalto roto o alterado.<\/p>\n<p>\n<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>\u00a0<\/p>","protected":false},"excerpt":{"rendered":"<p>Restauraci\u00f3n de zanja de servicios p\u00fablicos SECCI\u00d3N 5 TRABAJOS EN EL SITIO Y EN LA CARRETERA 12. Restauraci\u00f3n de zanja de servicios p\u00fablicos (con opci\u00f3n de relleno fluido) Segundo corte: Existente [\u2026]<\/p>","protected":false},"author":222,"featured_media":0,"parent":29096,"menu_order":0,"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":"","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-29099","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v26.6 (Yoast SEO v26.6) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Section 5  12. 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