{"id":677,"date":"2021-03-15T11:25:58","date_gmt":"2021-03-15T11:25:58","guid":{"rendered":"http:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=677"},"modified":"2021-03-15T11:37:15","modified_gmt":"2021-03-15T11:37:15","slug":"ensaios","status":"publish","type":"page","link":"https:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=677&lang=gl","title":{"rendered":"Ensaios"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"677\" class=\"elementor elementor-677\">\n\t\t\t\t\t\t<div class=\"elementor-inner\">\n\t\t\t\t<div class=\"elementor-section-wrap\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-26bb48b8 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"26bb48b8\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t\t\t<div class=\"elementor-row\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4a1e3a8a\" data-id=\"4a1e3a8a\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-column-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7be45aa elementor-widget elementor-widget-text-editor\" data-id=\"7be45aa\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-text-editor elementor-clearfix\">\n\t\t\t\t<p>Co\u00a0 equipamento\u00a0 do\u00a0\u00a0 CGM, p\u00f3dense realizar os\u00a0 seguintes\u00a0 ensaios de firmes de\u00a0 estradas (materiais\u00a0\u00a0 granulares,\u00a0 mesturas\u00a0\u00a0 bituminosas, etc.).<\/p><p><!-- \/wp:paragraph --><!-- wp:paragraph --><\/p><p><strong>Caracterizaci\u00f3n de materiais b\u00e1sicos<\/strong><\/p>\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6e830a3 elementor-widget elementor-widget-accordion\" data-id=\"6e830a3\" data-element_type=\"widget\" data-widget_type=\"accordion.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"elementor-accordion\" role=\"tablist\">\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1151\" class=\"elementor-tab-title\" data-tab=\"1\" role=\"tab\" aria-controls=\"elementor-tab-content-1151\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-plus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-minus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" href=\"\">\u00c1ridos e chans<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1151\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"1\" role=\"tabpanel\" aria-labelledby=\"elementor-tab-title-1151\"><ul><li>Densidade aparente e porosidade (UNE-EN 1097-3)<\/li><li>Determinaci\u00f3n do\u00a0 contido de\u00a0 auga por secado en estufa (UNE-EN 1097-5)<\/li><li>Densidade das part\u00edculas e absorci\u00f3n de auga (UNE-EN 1097-6)<\/li><li>Determinaci\u00f3n da densidade real do filler. M\u00e9todo do picn\u00f3metro (UNE-EN 1097-7)<\/li><li>Determinaci\u00f3n da granulometr\u00eda das part\u00edculas. M\u00e9todo do tamizado (UNE-EN 933-1)<\/li><li>Determinaci\u00f3n da forma das part\u00edculas. \u00cdndice de laxes (UNE-EN 933-3)<\/li><li>Determinaci\u00f3n da porcentaxe de caras de fractura das part\u00edculas do \u00e1rido groso (UNE-EN 933-5)<\/li><li>Avaliaci\u00f3n dos finos. Ensaio do equivalente de area (UNE-EN 933-8)<\/li><li>Avaliaci\u00f3n dos finos. Ensaio de azul de metileno (UNE-EN 933-9)<\/li><li>Avaliaci\u00f3n dos finos. Granulometr\u00eda dous fillers (tamizado en corrente de aire) (UNE-EN 933-10)<\/li><li>Ensaio de clasificaci\u00f3n d\u00faas compo\u00f1entes dous \u00e1ridos grosos reciclados (UNE-EN 933-11)<\/li><li>Proctor (UNE 103500)<\/li><li>Proctor Modificado (UNE 103501)<\/li><li>Ensaio \u00edndice CBR non laboratorio (UNE-EN 13286-47)<\/li><\/ul><p><!-- \/wp:list --><!-- wp:paragraph --><\/p><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1152\" class=\"elementor-tab-title\" data-tab=\"2\" role=\"tab\" aria-controls=\"elementor-tab-content-1152\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-plus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-minus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" href=\"\">Ligantes bituminosos<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1152\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"2\" role=\"tabpanel\" aria-labelledby=\"elementor-tab-title-1152\"><ul><li>Determinaci\u00f3n da penetraci\u00f3n con agulla de bet\u00fans e ligantes bituminosos (UNE-1426).<\/li><li>Determinaci\u00f3n do punto de\u00a0 reblandecemento de bet\u00fans e ligantes bituminosos. M\u00e9todo do\u00a0 anel e b\u00f3la (UNE-1427).<\/li><li>Determinaci\u00f3n da resistencia ao endurecemento por efecto da calor e do aire dos bet\u00fans e ligantes bituminosos. Parte 1: M\u00e9todo RTFOT (pel\u00edcula fina e rotatoria) (UNE-EN 12607).<\/li><li>Determinaci\u00f3n da viscosidade din\u00e1mica d\u00faas\u00a0\u00a0 ligantes\u00a0\u00a0 bituminosos usando un\u00a0\u00a0 viscos\u00edmetro de rotaci\u00f3n de\u00a0 agulla (UNE-EN 13302).<\/li><li>Determinaci\u00f3n das propiedades de tracci\u00f3n de bet\u00fans modificados polo m\u00e9todo de forza- ductilidade (UNE-EN 13589).<\/li><li>Bet\u00fans e ligantes bituminosos. Determinaci\u00f3n da recuperaci\u00f3n el\u00e1stica dos bet\u00fans modificados (UNE-EN 13389).<\/li><li>Acondicionamento por envellecemento a longo prazo acelerado de bet\u00fans e ligantes bituminosos usando un recipiente de envellecemento a presi\u00f3n (PAV: Pressure Ageing\u00a0\u00a0 Vessel) (UNE-EN 14769).<\/li><li>Determinaci\u00f3n do m\u00f3dulo complexo de corte e do \u00e1ngulo de fase de ligantes bituminosos usando un re\u00f3metro de corte din\u00e1mico (Dynamic Shear Rheometer (DSR)) (UNE-EN 14770).<\/li><li>Determinaci\u00f3n da resistencia \u00e1 flexi\u00f3n de ligantes bituminosos. Re\u00f3metro de flexi\u00f3n (BBR) (UNE-EN 14771).<\/li><li>NLT-133\/99 Viscosidade Saybolt dos materiais bituminosos.<\/li><\/ul><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1153\" class=\"elementor-tab-title\" data-tab=\"3\" role=\"tab\" aria-controls=\"elementor-tab-content-1153\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-plus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-minus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" href=\"\">Afinidade entre o \u00e1rido e o ligante<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1153\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"3\" role=\"tabpanel\" aria-labelledby=\"elementor-tab-title-1153\"><p>Boiling Water Test (ASTM D 3625-96)<\/p><p>M\u00e9todos de\u00a0 ensaio para mesturas bituminosas en quente. Determinaci\u00f3n da afinidade entre \u00e1ridos e betume. M\u00e9todo da botella rotatoria (UNE-EN 12697-11)<\/p><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1154\" class=\"elementor-tab-title\" data-tab=\"4\" role=\"tab\" aria-controls=\"elementor-tab-content-1154\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-plus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-minus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" href=\"\">Propiedades das mesturas bituminosas<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1154\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"4\" role=\"tabpanel\" aria-labelledby=\"elementor-tab-title-1154\"><ul><li>Densidade e ocos en mesturas bituminosas compactadas ( NLT 168)<\/li><li>Resistencia \u00e1 deformaci\u00f3n pl\u00e1stica de mesturas bituminosas empregando ou aparello\u00a0\u00a0 Marshall (\u00a0 NLT-159\/86)<\/li><li>Mesturas bituminosas en quente. Contido de ligante soluble (UNE-EN 12697-1)<\/li><li>Mesturas bituminosas. Compactibilidad (UNE-EN 12697-10)<\/li><li>Mesturas bituminosas. Determinaci\u00f3n da sensibilidade \u00e1 auga. Tracci\u00f3n indirecta tras inmersi\u00f3n (UNE-EN 12697-12 e UNE-EN 12697-23)<\/li><li>Mesturas bituminosas. Resistencia \u00e1 deformaci\u00f3n permanente.\u00a0 Ensaio de rodadura ou de pista de laboratorio tanto en aire como en\u00a0 auga (UNE-EN 12697-22).<\/li><li>Mesturas Resistencia\u00a0 \u00e1 fatiga mediante ou\u00a0 ensaio de tracci\u00f3n indirecta sobre\u00a0\u00a0 probetas\u00a0 cil\u00edndricas (Anexo E \u2013 UNE-EN 12697-24).<\/li><li>Mesturas Ensaio de compresi\u00f3n c\u00edclica\u00a0\u00a0 uniaxial con\u00a0 confinamento (Anexo A \u2013 UNE-EN 12697-25)<\/li><li>Mesturas bituminosas. Ensaio de compresi\u00f3n c\u00edclica triaxial para\u00a0 mesturas\u00a0\u00a0 bituminosas (Anexo\u00a0\u00a0 B \u2013 UNE-EN 12697-25)<\/li><li>Mesturas bituminosas. An\u00e1lise d\u00e1\u00a0 rixidez mediante a obtenci\u00f3n\u00a0 do m\u00f3dulo\u00a0 resiliente a tracci\u00f3n indirecta (Anexo C \u2013 UNE-EN 12697-26)<\/li><li>Mesturas bituminosas. An\u00e1lise d\u00e1 rixidez por tracci\u00f3n-compresi\u00f3n directa (Anexo D \u2013 UNE-EN 12697-26)<\/li><li>Efecto da auga sobre a cohesi\u00f3n das mesturas bituminosas compactadas (ensaio de Inmersi\u00f3n \u2013 compresi\u00f3n) (NLT-162)<\/li><li>Resistencia a compresi\u00f3n simple de materiais tratados con conglomerantes hidr\u00e1ulicos (NLT-305)<\/li><\/ul><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-accordion-item\">\n\t\t\t\t\t<div id=\"elementor-tab-title-1155\" class=\"elementor-tab-title\" data-tab=\"5\" role=\"tab\" aria-controls=\"elementor-tab-content-1155\" aria-expanded=\"false\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon elementor-accordion-icon-left\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-closed\"><i class=\"fas fa-plus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t<span class=\"elementor-accordion-icon-opened\"><i class=\"fas fa-minus\"><\/i><\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-accordion-title\" href=\"\">Propiedades das capas granulares<\/a>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t<div id=\"elementor-tab-content-1155\" class=\"elementor-tab-content elementor-clearfix\" data-tab=\"5\" role=\"tabpanel\" aria-labelledby=\"elementor-tab-title-1155\"><p>Ensaio triaxial con carga c\u00edclica para mesturas sen ligante e \u00a0materiais granulares (UNE-EN 13286-7)<\/p><\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Co\u00a0 equipamento\u00a0 do\u00a0\u00a0 CGM, p\u00f3dense realizar os\u00a0 seguintes\u00a0 ensaios de firmes de\u00a0 estradas (materiais\u00a0\u00a0 granulares,\u00a0 mesturas\u00a0\u00a0 bituminosas, etc.).Caracterizaci\u00f3n de materiais b\u00e1sicos \u00c1ridos e chans Densidade aparente e porosidade (UNE-EN 1097-3)Determinaci\u00f3n do\u00a0 contido de\u00a0 auga por secado en estufa (UNE-EN 1097-5)Densidade das part\u00edculas e absorci\u00f3n de auga (UNE-EN 1097-6)Determinaci\u00f3n da densidade&#8230;<\/p>\n<p class=\"continue-reading-button\"> <a class=\"continue-reading-link\" href=\"https:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=677&#038;lang=gl\">Continue reading<i class=\"crycon-right-dir\"><\/i><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":626,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/677"}],"collection":[{"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=677"}],"version-history":[{"count":4,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/677\/revisions"}],"predecessor-version":[{"id":682,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/677\/revisions\/682"}],"up":[{"embeddable":true,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/626"}],"wp:attachment":[{"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=677"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}