{"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\/pt\/city-hall\/public-works\/engineering-division\/section-7-3-testing-and-inspection\/","title":{"rendered":"Se\u00e7\u00e3o 7 3. Teste e Inspe\u00e7\u00e3o"},"content":{"rendered":"<\/p>\n

SE\u00c7\u00c3O 7 SISTEMA DE COLETA DE ESGOTO SANIT\u00c1RIO POR GRAVIDADE<\/p>\n

\u00a0<\/p>\n

3. TESTES E INSPE\u00c7\u00c3O<\/strong><\/p>\n

A. O Contratante e o Engenheiro dever\u00e3o inspecionar todas as tubula\u00e7\u00f5es de esgoto instaladas, verificando visualmente o alinhamento de cada se\u00e7\u00e3o antes da entrada em servi\u00e7o. Um c\u00edrculo completo de luz dever\u00e1 ser visto olhando atrav\u00e9s do tubo para uma luz fixada na extremidade oposta da se\u00e7\u00e3o da tubula\u00e7\u00e3o de esgoto a ser inspecionada. O Contratante dever\u00e1 fazer as corre\u00e7\u00f5es necess\u00e1rias na tubula\u00e7\u00e3o ou no n\u00edvel.<\/p>\n

B. O inspetor da cidade deve ser notificado por escrito pelo menos 24 horas antes de todos os testes formais programados.<\/p>\n

C. Testes de vazamento:<\/p>\n

1. Antes do teste de vazamento, a vala deve ser completamente aterrada e compactada adequadamente. O teste deve ser realizado imediatamente antes da pavimenta\u00e7\u00e3o final da vala.<\/p>\n

2. Teste as tubula\u00e7\u00f5es quanto a vazamentos por meio de testes de exfiltra\u00e7\u00e3o. Em \u00e1reas onde a tubula\u00e7\u00e3o \u00e9 instalada abaixo do n\u00edvel do len\u00e7ol fre\u00e1tico, certifique-se de que n\u00e3o haja infiltra\u00e7\u00e3o antes de realizar os testes de exfiltra\u00e7\u00e3o.<\/p>\n

3. Vazamentos vis\u00edveis no sistema devem ser corrigidos independentemente da quantidade de vazamento.<\/p>\n

4. O procedimento de teste de infiltra\u00e7\u00e3o deve ser utilizado quando o len\u00e7ol fre\u00e1tico estiver 2 p\u00e9s ou mais acima do topo da tubula\u00e7\u00e3o, na extremidade superior da se\u00e7\u00e3o da tubula\u00e7\u00e3o a ser testada. A infiltra\u00e7\u00e3o deve ser medida usando uma barragem adequada ou outro dispositivo aceit\u00e1vel.<\/p>\n

5. Um teste de exfiltra\u00e7\u00e3o deve ser realizado quando um teste de infiltra\u00e7\u00e3o n\u00e3o puder ser realizado adequadamente.<\/p>\n

6. O procedimento de teste de exfiltra\u00e7\u00e3o dever\u00e1 ser realizado enchendo-se o bueiro, a tubula\u00e7\u00e3o e as laterais com \u00e1gua limpa. As tubula\u00e7\u00f5es preenchidas dever\u00e3o permanecer em repouso at\u00e9 que a tubula\u00e7\u00e3o atinja sua absor\u00e7\u00e3o m\u00e1xima, mas n\u00e3o por menos de 4 horas. Ap\u00f3s a absor\u00e7\u00e3o, a altura manom\u00e9trica dever\u00e1 ser restabelecida. Os limites permitidos de infiltra\u00e7\u00e3o ou exfiltra\u00e7\u00e3o para todo o sistema, ou qualquer parte dele, n\u00e3o dever\u00e3o exceder a vaz\u00e3o de 100 gal\u00f5es por polegada de di\u00e2metro interno da tubula\u00e7\u00e3o por milha de tubula\u00e7\u00e3o a cada 24 horas; n\u00e3o ser\u00e1 feita nenhuma toler\u00e2ncia adicional para as laterais de servi\u00e7o. Quando o vazamento exceder o valor m\u00e1ximo especificado, dever\u00e1 ser feita uma corre\u00e7\u00e3o satisfat\u00f3ria e o sistema dever\u00e1 ser testado novamente. A corre\u00e7\u00e3o e o novo teste ser\u00e3o realizados \u00e0s custas da Contratada.<\/p>\n

7. O vazamento de exfiltra\u00e7\u00e3o do bueiro n\u00e3o deve exceder 4 gal\u00f5es por dia por bueiro testado.<\/p>\n

8. Ap\u00f3s a conclus\u00e3o de todos os testes e pavimenta\u00e7\u00e3o, o sistema de esgoto sanit\u00e1rio dever\u00e1 ser televisionado, \u00e0s custas da Contratada\/Construtora. Uma c\u00f3pia digital do v\u00eddeo da rede de esgoto em formato de m\u00eddia aceit\u00e1vel e o relat\u00f3rio de inspe\u00e7\u00e3o dever\u00e3o ser revisados pelo Engenheiro Municipal ou seu representante. A Contratada ser\u00e1 respons\u00e1vel por corrigir quaisquer defici\u00eancias observadas antes da certifica\u00e7\u00e3o da conclus\u00e3o da obra pelo Engenheiro de Registro a qualquer \u00f3rg\u00e3o.<\/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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