{"id":3290,"date":"2019-01-02T11:40:46","date_gmt":"2019-01-02T10:40:46","guid":{"rendered":"http:\/\/www.abruzzotest.it\/web\/?page_id=3290"},"modified":"2024-05-13T17:45:38","modified_gmt":"2024-05-13T15:45:38","slug":"divisione-materiali-calcestruzzi-e-leganti-idraulici","status":"publish","type":"page","link":"https:\/\/www.abruzzotest.it\/web\/divisione-materiali-calcestruzzi-e-leganti-idraulici\/","title":{"rendered":"Divisione materiali &#8211; Calcestruzzi e leganti idraulici"},"content":{"rendered":"<div id='full_slider_1'  class='avia-fullwidth-slider main_color avia-shadow   avia-builder-el-0  el_before_av_section  avia-builder-el-first   container_wrap sidebar_right'  ><div  class='avia-slideshow av-idx5re-a383b12cb4c7113cabe16971d9efecaa avia-slideshow-featured av_slideshow_full avia-slide-slider av-slideshow-ui av-control-default av-slideshow-manual av-loop-once av-loop-manual-endless av-default-height-applied   avia-slideshow-1' data-slideshow-options=\"{&quot;animation&quot;:&quot;slide&quot;,&quot;autoplay&quot;:false,&quot;loop_autoplay&quot;:&quot;once&quot;,&quot;interval&quot;:5,&quot;loop_manual&quot;:&quot;manual-endless&quot;,&quot;autoplay_stopper&quot;:false,&quot;noNavigation&quot;:false,&quot;bg_slider&quot;:false,&quot;keep_padding&quot;:false,&quot;hoverpause&quot;:false,&quot;show_slide_delay&quot;:0}\"  itemprop=\"image\" itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/ImageObject\" ><ul class='avia-slideshow-inner ' style='padding-bottom: 28.666666666667%;'><li  class='avia-slideshow-slide av-idx5re-a383b12cb4c7113cabe16971d9efecaa__0  av-single-slide slide-1 slide-odd'><div data-rel='slideshow-1' class='avia-slide-wrap '   ><div class='av-slideshow-caption av-idx5re-a383b12cb4c7113cabe16971d9efecaa__0 caption_fullwidth caption_right caption_right_framed caption_framed'><div class=\"container caption_container\"><div class=\"slideshow_caption\"><div class=\"slideshow_inner_caption\"><div class=\"slideshow_align_caption\"><h2 class='avia-caption-title '  itemprop=\"name\" >DIVISIONE MATERIALI<\/h2><div class='avia-caption-content '  itemprop=\"description\" ><p>Calcestruzzi e leganti idraulici<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><img fetchpriority=\"high\" class=\"wp-image-3781 avia-img-lazy-loading-not-3781\"  src='https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2019\/06\/1-home-copia-3-1500x430.jpg' width='1500' height='430' title='' alt=''  itemprop=\"thumbnailUrl\"   \/><\/div><\/li><\/ul><\/div><\/div>\n<div id='av_section_1'  class='avia-section av-gactnu-b0feadfd9153f13b3585cada4103d653 main_color avia-section-default avia-no-shadow  avia-builder-el-1  el_after_av_slideshow_full  avia-builder-el-last  avia-bg-style-scroll container_wrap sidebar_right'  ><div class='container av-section-cont-open' ><div class='template-page content  av-content-small alpha units'><div class='post-entry post-entry-type-page post-entry-3290'><div class='entry-content-wrapper clearfix'>\n\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-e8ksdm-bfb5e0aa93e65da444584f7e2b3a271c\">\n.flex_column.av-e8ksdm-bfb5e0aa93e65da444584f7e2b3a271c{\nborder-radius:0px 0px 0px 0px;\npadding:0px 0px 0px 0px;\n}\n<\/style>\n<div  class='flex_column av-e8ksdm-bfb5e0aa93e65da444584f7e2b3a271c av_one_full  avia-builder-el-2  el_before_av_one_full  avia-builder-el-first  first flex_column_div av-zero-column-padding  '     ><section  class='av_textblock_section av-cx61h6-eb7943a528a2466a95e68b4f87bf30f8 '   itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div class='avia_textblock'  itemprop=\"text\" ><table border=\"1\" cellpadding=\"3\">\n<tbody>\n<tr style=\"background-color: #bab6b6;\">\n<td colspan=\"2\"><span style=\"color: #000000;\"><strong>DIVISIONE MATERIALI<\/strong><\/span><\/td>\n<\/tr>\n<tr>\n<td colspan=\"2\"><span style=\"color: #000000;\">Tali controlli devono essere eseguiti da Laboratori ufficiali nominati dal Ministro delle Infrastrutture e dei Trasporti con apposito Decreto Ministeriale Circolare 08 settembre 2010 n. 7617\/STC di cui all&#8217;art.59 del D.P.R. n.380\/2001 (Norme Tecniche per le Costruzioni D.M. 17 gennaio 2018 paragrafo 11.1; Circolare Ministeriale 21 gennaio 2019 n.7 C.S.LL.PP.).<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/section><\/div>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-ajz4iy-1bf2a719cdc3a9bdf58020480957973b\">\n.flex_column.av-ajz4iy-1bf2a719cdc3a9bdf58020480957973b{\nborder-radius:0px 0px 0px 0px;\npadding:0px 0px 30px 0px;\n}\n<\/style>\n<div  class='flex_column av-ajz4iy-1bf2a719cdc3a9bdf58020480957973b av_one_full  avia-builder-el-4  el_after_av_one_full  el_before_av_one_full  first flex_column_div  column-top-margin'     ><section  class='av_textblock_section av-k0zt3yk1-d3e542591582b034d5f9b4c2197f3706 '   itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div class='avia_textblock'  itemprop=\"text\" ><table border=\"1\" cellpadding=\"3\">\n<tbody>\n<tr style=\"background-color: #bab6b6;\">\n<td colspan=\"2\"><span style=\"color: #000000;\"><strong>CALCESTRUZZO<\/strong><\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/section><br \/>\n<div id='av-masonry-1' class='av-masonry av-2f3kv0-f6de739fadcd16e6572ccde78769a972 noHover av-fixed-size av-large-gap av-hover-overlay-active av-masonry-animation-active av-masonry-col-4 av-caption-always av-caption-style- av-masonry-gallery ' data-post_id=\"3290\"><div class=\"av-masonry-container isotope av-js-disabled\"><div class='av-masonry-entry isotope-item av-masonry-item-no-image '><\/div><a href=\"https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2019\/09\/calcestruzzo-2-1030x773.jpg\"  aria-label=\"immagine immagine senza titolo\"  id='av-masonry-1-item-3985' data-av-masonry-item='3985' class='av-masonry-entry isotope-item post-3985 attachment type-attachment status-inherit hentry  av-masonry-item-with-image' title=\"\" alt=\"\"    itemprop=\"thumbnailUrl\" ><div class='av-inner-masonry-sizer'><\/div><figure class='av-inner-masonry main_color'><div class=\"av-masonry-outerimage-container\"><div class='av-masonry-image-container' style=\"background-image: url(https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2019\/09\/calcestruzzo-2-705x529.jpg);\" ><\/div><\/div><\/figure><\/a><!--end av-masonry entry--><a href=\"https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2024\/03\/calcestruzzi-e-leganti-idraulici-A-1030x579.jpeg\"  aria-label=\"immagine calcestruzzi e leganti idraulici-A\"  id='av-masonry-1-item-4742' data-av-masonry-item='4742' class='av-masonry-entry isotope-item post-4742 attachment type-attachment status-inherit hentry  av-masonry-item-with-image' title=\"calcestruzzi e leganti idraulici-A\" alt=\"calcestruzzi e leganti idraulici-A\"    itemprop=\"thumbnailUrl\" ><div class='av-inner-masonry-sizer'><\/div><figure class='av-inner-masonry main_color'><div class=\"av-masonry-outerimage-container\"><div class='av-masonry-image-container' style=\"background-image: url(https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2024\/03\/calcestruzzi-e-leganti-idraulici-A-705x397.jpeg);\"  title=\"calcestruzzi e leganti idraulici-A\" ><\/div><\/div><\/figure><\/a><!--end av-masonry entry--><a href=\"https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2019\/09\/calcestruzzo-3.jpg\"  aria-label=\"immagine immagine senza titolo\"  id='av-masonry-1-item-3986' data-av-masonry-item='3986' class='av-masonry-entry isotope-item post-3986 attachment type-attachment status-inherit hentry  av-masonry-item-with-image' title=\"\" alt=\"\"    itemprop=\"thumbnailUrl\" ><div class='av-inner-masonry-sizer'><\/div><figure class='av-inner-masonry main_color'><div class=\"av-masonry-outerimage-container\"><div class='av-masonry-image-container' style=\"background-image: url(https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2019\/09\/calcestruzzo-3-529x705.jpg);\" ><\/div><\/div><\/figure><\/a><!--end av-masonry entry--><a href=\"https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2024\/05\/calcestruzzi-1030x976.jpeg\"  aria-label=\"immagine calcestruzzi\"  id='av-masonry-1-item-4822' data-av-masonry-item='4822' class='av-masonry-entry isotope-item post-4822 attachment type-attachment status-inherit hentry  av-masonry-item-with-image' title=\"calcestruzzi\" alt=\"calcestruzzi\"    itemprop=\"thumbnailUrl\" ><div class='av-inner-masonry-sizer'><\/div><figure class='av-inner-masonry main_color'><div class=\"av-masonry-outerimage-container\"><div class='av-masonry-image-container' style=\"background-image: url(https:\/\/www.abruzzotest.it\/web\/wp-content\/uploads\/2024\/05\/calcestruzzi-705x668.jpeg);\"  title=\"calcestruzzi\" ><\/div><\/div><\/figure><\/a><!--end av-masonry entry--><\/div><\/div><br \/>\n<section  class='av_textblock_section av-5btpxm-9c6b0199fe06e0d7ae4498a2344db462 '   itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div class='avia_textblock'  itemprop=\"text\" ><p style=\"text-align: justify;\"><span style=\"color: #000000;\">L\u2019attivit\u00e0 di questo settore riguarda le prove su calcestruzzo indurito e calcestruzzo fresco, ai fini dei controlli prescritti nella normativa nazionale di riferimento. Tutta la strumentazione e i macchinari di prova sono tarati a scadenza annuale da ente terzo e semestrale mediante tecnici e strumentazione interni. La determinazione delle propriet\u00e0 meccaniche, fisiche e di degradabilit\u00e0 avviene per mezzo delle seguenti prove:<\/span><\/p>\n<\/div><\/section><\/p><\/div>\n<style type=\"text\/css\" data-created_by=\"avia_inline_auto\" id=\"style-css-av-4rwk16-cc1e07dccf549931feb7e7731d11ded7\">\n.flex_column.av-4rwk16-cc1e07dccf549931feb7e7731d11ded7{\nborder-radius:0px 0px 0px 0px;\npadding:0px 0px 0px 0px;\n}\n<\/style>\n<div  class='flex_column av-4rwk16-cc1e07dccf549931feb7e7731d11ded7 av_one_full  avia-builder-el-8  el_after_av_one_full  avia-builder-el-last  first flex_column_div av-zero-column-padding  column-top-margin'     ><section  class='av_textblock_section av-2xhv7u-0539a9bc339111143be4aa5ce7e182fd '   itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div class='avia_textblock'  itemprop=\"text\" ><table border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">CALCESTRUZZO<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova \u00a0 di resistenza a rottura per compressione su prelievo di calcestruzzo compresi: la determinazione della massa, \u00a0 delle caratteristiche ge-ometriche ed esclusa eventuale rettifica provino \u00a0 cubico di spigolo \u226415 cm<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova \u00a0 di resistenza a rottura per compressione su prelievo di calcestruzzo compresi: la determinazione della massa, delle caratteristiche ge-ometriche ed esclusa eventuale rettifica provino cubico di spigolo &gt;15 cm.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova \u00a0 di resistenza a rottura per compressione su provini cilindrici di \u00a0 calcestruzzo compresa: la determinazione della massa, delle caratteristiche\u00a0geometriche per ogni provino, esclusa rettifica e stagionatura.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Spianatura\u00a0dei cubi in calcestruzzo con rettifica meccanica di n. 2 facce dei provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Cappatura\u00a0con miscela di zolfo e smeriglio o con resina, di n. 2 facce di provini in\u00a0calcestruzzo.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Sformatura\u00a0di provini da cubettiere in polistirolo e smaltimento dei materiali di\u00a0risulta.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">_<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della resistenza a compressione su provini cilindrici compresa la preparazione del provino con \u00a0 taglio e rettifica, la determinazione delle caratteristiche geometriche e \u00a0 della massa.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del modulo elastico statico secante su una terna di provini, compresa la\u00a0valutazione della resistenza a compressione su altri tre provini, esclusa la\u00a0preparazione dei campioni e compreso del diagramma di isteresi.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-13<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di resistenza a trazione indiretta dei provini , su campione cubico o\u00a0cilindrico.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di resistenza a flessione su travetti di dimensioni normalizzate, esclusa\u00a0preparazione del provino.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-5<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del ritiro idraulico di CLS confez. con aggregati \u00f8 max 30mm, inclusa\u00a0preparazione di tre provini, con stagionatura in armadio climatizzato, per un\u00a0massimo di 28 giorni.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI 6555<br \/>\n<\/span><span class=\"font6\">UNI EN 11307<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del coefficiente di dilatazione termica lineare.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1770<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl69\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della profondit\u00e0 di penetrazione dell\u2019acqua sotto pressione su una serie di\u00a0tre provini esclusa la confezione dei provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-8<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della permeabilit\u00e0 del calcestruzzo compresa la preparazione dei campioni\u00a0fino a pressioni di 14 atm per ogni campione.<\/span><\/td>\n<td class=\"xl68\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di resistenza a trazione per flessione su travetti in calcestruzzo con fibre\u00a0metalliche, compreso confezionamento trave 15x15x60 cm intagliata, e misura\u00a0degli indici di duttilit\u00e0.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 14651<br \/>\n<\/span><span class=\"font6\">UNI 11039<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dell\u2019espansione contrastata del calcestruzzo compresa il confezionamento di\u00a0n.3 provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 8148<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Stagionatura\u00a0di coppia di provini in camera climatizzata ad umidit\u00e0 e temperatura costante\u00a0fino a 28 gg.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Maturazione\u00a0accelerata di coppia di provini di calcestruzzi forniti dal committente o\u00a0preparati in laboratorio.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Stagionatura\u00a0di travetti per prova di flessione in camera climatizzata ad umidit\u00e0 e\u00a0temperatura costante fino a 28 gg.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del peso dell\u2019unit\u00e0 di volume<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-7<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione della massa volumica mediante pesata idrostatica .<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-7<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della resistenza a compressione su blocco forato di calcestruzzo, compresa la\u00a0preparazione del provino.<\/span><\/td>\n<td class=\"xl68\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della velocit\u00e0 di propagazione degli ultrasuoni su provini in CLS<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12504-4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">CALCESTRUZZO FRESCO<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto d\u2019acqua totale nel calcestruzzo fresco.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 11201<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della quantit\u00e0 d\u2019acqua d\u2019impasto essudata nel calcestruzzo fresco.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7122<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto d\u2019aria nel calcestruzzo fresco.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-7<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dell\u2019omogeneit\u00e0 del calcestruzzo fresco\u00a0<\/span><\/td>\n<td class=\"xl73\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font7\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-11<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Misura\u00a0dell\u2019abbassamento al cono di Abrams per la determinazione della consistenza\u00a0dell\u2019impasto.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del tempo di inizio e fine presa.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7123<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Studio\u00a0di miscele di conglomerati cementizi\u00a0\u00a0 sperimentali per edilizia, per costruzioni idrauliche, grandi\u00a0strutture, da eseguire in laboratorio escluse le prove di qualifica dei\u00a0componenti.<\/span><\/td>\n<td class=\"xl68\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><\/td>\n<\/tr>\n<tr style=\"height: 67.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Impasto\u00a0di prova per miscele di conglomerati cementizi sperimentali, <span class=\"font6\">con misura dello Slump e confezionamento di n.10 campioni\u00a0cubici <\/span><span class=\"font6\">ovvero di n. 10 cilindri, \u00d8 100, h\/d =\u00a02.<br \/>\n<\/span><span class=\"font6\">N.B.: le quantit\u00e0 indicate sono relative al\u00a0confezionamento di n. 2 cubi <\/span><span class=\"font6\">a 3 gg, n. 2 cubi a 7\u00a0gg, n. 6 cubi a 28 gg.<\/span><\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0di provini cubici o cilindrici, compresa la vibrazione, con impasto\u00a0effettuato in laboratorio per ogni serie di 2 provini.<\/span><\/td>\n<td class=\"xl73\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font7\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-1,2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0di provini prismatici , compresa la vibrazione, con impasto effettuato in\u00a0laboratorio.<\/span><\/td>\n<td class=\"xl73\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font7\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12390-1,2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prelievo\u00a0in cantiere di calcestruzzo fresco con cubettiere rettificate, compreso il\u00a0noleggio delle attrezzature il ritiro e il disarmo dei cubetti dopo 24 h, per\u00a0ogni serie di 2 provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">_<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della tabella di pesatura per impianto di produzione di conglomerati\u00a0cementizi per ogni tipo di miscela escluso il costo delle singole prove.<\/span><\/td>\n<td class=\"xl68\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della massa volumica del calcestruzzo fresco. Per ogni determinzaione.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Calcolo\u00a0delle rese in base alla massa volumica misurata. <span class=\"font6\">Per ogni \u00a0 tipo di miscela.<\/span><\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">_<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">CALCESTRUZZO AUTOCOMPATTANTE<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione dello spandimento e del tempo di spandimento.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-8<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione del tempo di efflusso dall\u2019imbuto \u201cV-funnel\u201d.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-9<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dello scorrimento confinato mediante scatola ad L \u201cL-shape box\u201d.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-10<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione dello scorrimento confinato mediante scatola ad U \u201cU-shape box\u201d.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 11044<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dello scorrimento confinato mediante scatola a J \u201cJ-ring\u201d.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 12350-12<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">PROVE SU CALCESTRUZZO PROIETTATO<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento in cantiere di piastre di prova.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 14488-1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dell\u2019assorbimento dell\u2019energia di deformazione<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI 10834<br \/>\n<\/span><span class=\"font6\">UNI EN 14488-5<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di fibre metalliche nel calcestruzzo.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 14488-7<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Resistenze \u00a0 alla flessione di provini prismatici \u00a0 di calcestruzzo rinforzato con fibre, compreso confezionamento travetto.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 14488-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">ACQUA D\u2019IMPASTO PER IL CALCESTRUZZO<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Campionamento\u00a0d\u2019acqua di impasto per il calcestruzzo.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1008<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazioni\u00a0per valutazione preliminare: Oli e grassi; Detergenti; Colore; Sostanza in \u00a0 sospensione; Odore; Acidi<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.2 e 6.1.1<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di sostanza humica.<\/span><\/td>\n<td class=\"xl74\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.2 e 6.1.2<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di cloruri, solfati, fosfati, nitrati.<\/span><\/td>\n<td class=\"xl74\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.3.1, 4.3.2,<br \/>\n<\/span><span class=\"font6\">6.1.3<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di cationi ed in particolare calcolo del contenuto del sodio \u00a0 equivalente.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.3.3 e 6.1.3<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di zuccheri.<\/span><\/td>\n<td class=\"xl74\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.3.4 e 6.1.3<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di piombo e zinco.<\/span><\/td>\n<td class=\"xl74\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1008<br \/>\n<\/span><span class=\"font6\">\u00a7 4.3.4 e 6.1.3<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl75\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font8\" style=\"font-size: 10pt;\">ADDITIVI<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Campionamento\u00a0di additivi.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 934-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della solubilit\u00e0 in acqua distillata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7110<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della solubilit\u00e0 in acqua satura di calce.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7110<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della densit\u00e0 degli additivi liquidi o in soluzione.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7110<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della tensione superficiale di soluzioni contenenti ad-ditivi.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7117<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della concentrazione idrogenionica di \u00a0 soluzioni contenenti additivi.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7118<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del tenore di sostanza secca convenzionale.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 480-8<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del tenore di cloruri solubili in acqua.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 480-10<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Grafico\u00a0dello spettrofotometro di massa IR\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">_<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Agenti\u00a0espansivi non metallici: espansione contrastata su terna di provini in malta\u00a05x5x24 cm fino a 8 stagionature, compreso confezionamento malta e provini, a\u00a0terna.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 8147<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Agenti\u00a0espansivi non metallici: espansione contrastata su terna di provini in\u00a0calcestruzzo 8x8x24 cm fino a 8 stagionature, compreso confezionamento malta\u00a0e provini, a terna.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 8147<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">MALTE E BOIACCHE PER OPERE MURARIE<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Campionamento \u00a0 globale delle malte e confezionamento delle malte di prova con premiscelati\u00a0fino a 30 litri.<\/span><br \/>\n<span style=\"color: #000000; font-size: 10pt;\">Per ogni campionamento.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione della distribuzione granulometrica\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0e stagionatura provini 4x4x16cm, per serie di tre provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-11<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0e stagionatura provini di supporto per prove di aderenza e gelo-disgelo, per \u00a0 ogni serie di prove.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-12<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della resistenza a compressione della malta indurita, per ogni periodo di\u00a0stagionatura, per serie di tre provini, escluso confezionamento e\u00a0stagionatura provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1015-11 <\/span><span class=\"font6\">D.M. 14\/01\/08<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della resistenza alla compressione e flessione della malta indurita, per ogni \u00a0 periodo di stagionatura, per serie di tre provini, escluso confezionamento e \u00a0 stagionatura provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 1015-11 <\/span><span class=\"font6\">D.M. 14\/01\/08<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della consistenza della malta fresca mediante tavola a scosse.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto d\u2019aria della malta fresca.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-7<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della massa volumica apparente della malta fresca.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della massa volumica apparente della malta indurita essiccata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-10<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Conducibilit\u00e0\u00a0termica ricavata in funzione della massa volumica a secco dal prospetto A.12 \u00a0 EN 1745 e solo per malte utilizzate in elementi soggetti a requisiti di\u00a0isolamento termico.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-10<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dell\u2019aderenza al supporto di malte da intonaco esterno ed interno\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-12<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dell\u2019aderenza al supporto di malte da intonaco esterno ed interno\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-12<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del coefficiente di assorbimento d\u2019acqua per capillarit\u00e0 della malta\u00a0indurita, per terna di provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-18<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di penetrazione d\u2019acqua per capillarit\u00e0 dopo assorbimento per capillarit\u00e0 su\u00a0una terna di provini.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-18<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di permeabilit\u00e0 al vapore su 5 campioni di malta compresa preparazione\u00a0provini<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">UNI \u00a0 EN 1015-19<\/span><\/td>\n<\/tr>\n<tr style=\"height: 90pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Durabilit\u00e0\u00a0per malta monostrato per intonaci esterni adesione a supporto in calcestruzzo\u00a0e a muratura in laterizio dopo cicli di gelo e disgelo, compresa\u00a0realizzazione dei supporti, dei campioni di intonaco, stagionatura ed\u00a0esecuzione delle prove di strappo:<\/span><br \/>\n<span style=\"color: #000000; font-size: 10pt;\">n. 5 strappi su 1 cm di intonaco applicato su supporto in \u00a0 calcestruzzo<\/span><br \/>\n<span style=\"color: #000000; font-size: 10pt;\">n. 5 strappi su 2 cm di intonaco applicato su supporto in \u00a0 calcestruzzo<\/span><br \/>\n<span style=\"color: #000000; font-size: 10pt;\">n. 5 strappi su 1 cm di intonaco applicato su supporto in laterizio<\/span><br \/>\n<span style=\"color: #000000; font-size: 10pt;\">n. 5 strappi su 2 cm di intonaco applicato su supporto in laterizio.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">UNI \u00a0 EN 1015-12 <\/span><span style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-21<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">MALTE E BOIACCHE PER USI GENERICI<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0impasto di malta fino a 3 l.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">EN 196\/1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Confezionamento\u00a0impasto di malta fino a 30 l.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 6128<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Massa volumica della malta allo stato fresco.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Consistenza\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7044<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Tempo di inizio e fine presa su malta.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7123<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Contenuto \u00a0 d\u2019aria nella malta fresca.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 1015-3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Preparazione \u00a0 di n. 3 provini di malta e \u00a0 mantenimento degli stessi in camera a temperatura e umidit\u00e0 controllata,\u00a0compresa fornitura sabbia normalizzata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Resistenza\u00a0meccanica a flessione e compressione su prisma di malta<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">Ritiro igrometrico su malta: rilievo a 8 stagionature su una \u00a0 terna di pro-<\/span><span class=\"font6\">vini fino a 60 gg, compreso \u00a0 confezionamento provini.<\/span><\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 6687<\/span><\/td>\n<\/tr>\n<tr style=\"height: 33.75pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Misura \u00a0 del modulo elastico statico su terna di provini 4x4x16 compresa <span class=\"font6\">misura resistenza meccanica su altri 3 provini, escluso \u00a0 confezionamen<\/span><span class=\"font6\">to e stagionaura provini.<\/span><\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 13412<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Misura\u00a0dell\u2019essudazione della boiacca\u00a0\u00a0\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 480\/4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Misura \u00a0 della fluidit\u00e0 in malte da iniezione mediante svuotamento del cono di Marsh.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 445 4.3.1.<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt; background-color: #bab6b6;\">\n<td class=\"xl67\" colspan=\"2\"><span style=\"color: #000000;\"><strong><span class=\"font5\" style=\"font-size: 10pt;\">CEMENTI E AGGIUNTE MINERALI<\/span><\/strong><\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Preparazione\u00a0di n. 3 provini di malta plastica e \u00a0 mantenimento degli stessi in camera a temperatura e umidit\u00e0 controllata, \u00a0 compresa fornitura sabbia normalizzata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 1<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della resistenza alla flessione su n.3 provini e della re-sistenza alla\u00a0compressione sui 6 campioni residui.<\/span><\/td>\n<td class=\"xl74\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\"><span class=\"font6\">UNI EN 196 &#8211; 1<\/span><\/span><\/p>\n<p><span style=\"color: #000000; font-size: 10pt;\"> <span class=\"font6\">DM 03\/06\/68<\/span><\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della consistenza normalizzata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 22.5pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0dei tempi di inizio e fine presa, successiva alla prova di consistenza\u00a0normalizzata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della stabilit\u00e0 successiva alla prova di consistenza nor-malizzata.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 3<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione della finezza di macinazione\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione della finezza di macinazione\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196 &#8211; 6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della densit\u00e0 dei cementi idraulici.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">ASTM C 188<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione del contenuto in solfati, come SO4.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Perdita\u00a0al fuoco.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Residuo\u00a0insolubile.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto di cloruri come Cl-.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0del contenuto degli alcali come Na+ e K+.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Prova\u00a0di pozzolanicit\u00e0 dei cementi pozzolanici.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 196-5<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Contenuto\u00a0di MgO.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">D.M. 13\/09\/93<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Contenuto\u00a0di zolfo da solfuri.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">D.M. 13\/09\/93<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della massa volumica della malta fresca.\u00a0<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI EN 1015-6<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Determinazione\u00a0della consistenza delle malte cementizie mediante ta-vola a scosse.<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; text-align: center; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span class=\"font6\" style=\"color: #000000; font-size: 10pt;\">UNI 7044<\/span><\/td>\n<\/tr>\n<tr style=\"height: 15pt;\">\n<td class=\"xl70\" style=\"width: 436px; border-top-color: currentColor; border-left-color: currentColor; border-top-width: medium; border-left-width: medium; border-top-style: none; border-left-style: none;\"><span style=\"color: #000000; font-size: 10pt;\">Valutazione\u00a0dell\u2019indice di attivit\u00e0 pozzolanica:<\/span><\/td>\n<td class=\"xl71\" style=\"width: 82px; 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