{"id":777,"date":"2021-04-01T07:09:37","date_gmt":"2021-04-01T07:09:37","guid":{"rendered":"http:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=777"},"modified":"2021-04-01T07:17:11","modified_gmt":"2021-04-01T07:17:11","slug":"test","status":"publish","type":"page","link":"https:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=777&lang=en","title":{"rendered":"Tests"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"777\" class=\"elementor elementor-777\">\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>With the CGM equipment, the following road pavement tests can be performed (granular materials, bituminous mixtures, soil-cement, etc.).<\/p><p><!-- \/wp:paragraph --><!-- wp:paragraph --><\/p><p><strong>Characterization of basic materials<\/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=\"\">Aggregates and soils<\/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>Bulk density and porosity (UNE-EN 1097-3).<\/li><li>Determination of water content by kiln drying (UNE-EN 1097-5).<\/li><li>Particle density and water absorption (UNE-EN 1097-6)<\/li><li>Determination of the real density of the filler. Pycnometer method (UNE-EN 1097-7)<\/li><li>Determination of particle size. Sieving method (UNE-EN 933-1).<\/li><li>Determination of particle shape. Index of slabs (UNE-EN 933-3)<\/li><li>Determination of the percentage of fracture faces of the coarse aggregate particles (UNE-EN 933-5).<\/li><li>Evaluation of fines. Sand equivalent test (UNE-EN 933-8).<\/li><li>Evaluation of fines. Methylene blue test (UNE-EN 933-9).<\/li><li>Evaluation of fines. Granulometry of the fillers (sieving in air current) (UNE-EN 933-10)<\/li><li>Classification test of the components of recycled coarse aggregates (UNE-EN 933-11).<\/li><li>Proctor (UNE 103500)<\/li><li>Modified Proctor (UNE 103501)<\/li><li>CBR index test in the laboratory (UNE-EN 13286-47)<\/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-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=\"\">Bituminous binders<\/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>Determination of penetration with needle of bitumens and bituminous binders (UNE-1426).<\/li><li>Determination of the softening point of bitumens and bituminous binders. Ring and ball method (UNE-1427).<\/li><li>Determination of the resistance to hardening by the effect of heat and air of bitumens and bituminous binders. Part 1: RTFOT method (thin film and rotary) (UNE-EN 12607).<\/li><li>Determination of the dynamic viscosity of bituminous binders using a needle rotation viscometer (UNE-EN 13302).<\/li><li>Determination of the tensile properties of modified bitumens by the force-ductility method (UNE-EN 13589).<\/li><li>Bitumens and bituminous binders. Determination of the elastic recovery of modified bitumens (UNE-EN 13389).<\/li><li>Conditioning by accelerated long-term aging of bitumens and bituminous binders using a pressure aging vessel (PAV: Pressure Ageing Vessel) (UNE-EN 14769).<\/li><li>Determination of the complex shear modulus and phase angle of bituminous binders using a Dynamic Shear Rheometer (DSR) (UNE-EN 14770).<\/li><li>Determination of the flexural strength of bituminous binders. Flexion Rheometer (BBR) (UNE-EN 14771).<\/li><li>NLT-133\/99 Saybolt viscosity of bituminous materials.<\/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=\"\">Affinity between aggregate and binder<\/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>Test methods for hot bituminous mixtures. Determination of the affinity between aggregate and bitumen. Rotating bottle method (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=\"\">Properties of bituminous mixtures<\/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>Density and voids in compacted bituminous mixtures (NLT 168).<\/li><li>Resistance to plastic deformation of bituminous mixtures using the Marshall apparatus (NLT-159\/86).<\/li><li>Hot asphalt mixtures. Content of soluble binder (UNE-EN 12697-1)<\/li><li>Bituminous mixtures. Compactibility (UNE-EN 12697-10)<\/li><li>Bituminous mixtures. Determination of the sensitivity to water. Indirect traction after immersion (UNE-EN 12697-12 and UNE-EN 12697-23).<\/li><li>Bituminous mixtures. Resistance to permanent deformation. Test of rolling or laboratory track in air and water (UNE-EN 12697-22).<\/li><li>Bituminous mixtures. Fatigue resistance by indirect tensile test on cylindrical specimens (Annex E &#8211; UNE-EN 12697-24).<\/li><li>Bituminous mixtures. Uniaxial cyclic compression test with confinement (Annex A &#8211; UNE-EN 12697-25).<\/li><li>Bituminous mixtures. Triaxial cyclic compression test for bituminous mixtures (Annex B &#8211; UNE-EN 12697-25).<\/li><li>Bituminous mixtures. Stiffness analysis by obtaining the indirect tensile resilient modulus (Annex C &#8211; UNE-EN 12697-26).<\/li><li>Bituminous mixtures. Stiffness analysis by direct tensile-compression stiffness (Annex D &#8211; UNE-EN 12697-26).<\/li><li>Effect of water on the cohesion of compacted bituminous mixtures (Immersion-compression test) (NLT-162).<\/li><li>Simple compressive strength of materials treated with hydraulic binders (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=\"\">Properties of granular layers<\/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>Triaxial test with cyclic loading for mixtures without binder and granular materials (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>With the CGM equipment, the following road pavement tests can be performed (granular materials, bituminous mixtures, soil-cement, etc.). Characterization of basic materials Aggregates and soils Bulk density and porosity (UNE-EN 1097-3). Determination of water content by kiln drying (UNE-EN 1097-5). Particle density and water absorption (UNE-EN 1097-6) Determination of the&#8230;<\/p>\n<p class=\"continue-reading-button\"> <a class=\"continue-reading-link\" href=\"https:\/\/caminos.udc.es\/hosting\/cgm\/?page_id=777&#038;lang=en\">Continue reading<i class=\"crycon-right-dir\"><\/i><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":764,"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\/777"}],"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=777"}],"version-history":[{"count":8,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/777\/revisions"}],"predecessor-version":[{"id":785,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/777\/revisions\/785"}],"up":[{"embeddable":true,"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=\/wp\/v2\/pages\/764"}],"wp:attachment":[{"href":"https:\/\/caminos.udc.es\/hosting\/cgm\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=777"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}