{"id":582,"date":"2026-09-29T14:49:04","date_gmt":"2026-09-29T12:49:04","guid":{"rendered":"https:\/\/lnx.marmotest.com\/?page_id=582"},"modified":"2026-10-02T16:32:12","modified_gmt":"2026-10-02T14:32:12","slug":"test-astm-proposta","status":"publish","type":"page","link":"https:\/\/lnx.marmotest.com\/en\/test-astm-proposta\/","title":{"rendered":"ASTM tests"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"582\" class=\"elementor elementor-582\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a0639d1 e-flex e-con-boxed e-con e-parent\" data-id=\"a0639d1\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9156002 e-flex e-con-boxed e-con e-parent\" data-id=\"9156002\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0d56fd2 elementor-widget elementor-widget-html\" data-id=\"0d56fd2\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<style>.mt-page{font-family:Arial,sans-serif;color:#26323a;max-width:1180px;margin:auto;padding:48px 24px 80px}.mt-page *{box-sizing:border-box}.mt-kicker{font-size:15px;font-weight:700;letter-spacing:.12em;text-transform:uppercase;color:#b48247}.mt-page h1{font-size:clamp(42px,6vw,72px);line-height:1.05;margin:16px 0 20px;color:#182d39}.mt-lead{font-size:20px;line-height:1.55;max-width:740px;color:#52616b}.mt-band{border-top:1px solid #d8e0e3;margin:45px 0 25px;padding-top:20px;color:#5b6972;font-size:15px}.mt-grid{display:grid;grid-template-columns:repeat(2,minmax(0,1fr));gap:14px}.mt-card{background:#f2f5f5;border-left:4px solid #b48247;padding:24px;min-height:125px}.mt-code{font-size:15px;font-weight:700;letter-spacing:.08em;color:#9a6e39}.mt-card h2{font-size:20px;line-height:1.3;margin:12px 0 0;color:#203744}.mt-links{margin-top:38px;padding:28px;background:#203744;color:white}.mt-links h2{color:white;font-size:23px;margin:0 0 12px}.mt-links a{color:#f1cf9e;text-decoration:underline}.mt-links p{margin:8px 0;line-height:1.5}@media(max-width:700px){.mt-page{padding:30px 16px 55px}.mt-grid{grid-template-columns:1fr}.mt-lead{font-size:18px}}<\/style><div class=\"mt-page\"><div class=\"mt-kicker\">Marmotest \u00b7 Prove di laboratorio<\/div><h1>Test ASTM<\/h1><p class=\"mt-lead\">Metodi di prova ASTM presenti nel catalogo Marmotest per pietre naturali e altri materiali. Seleziona la prova in base al materiale e all\u2019obiettivo della verifica.<\/p><section id=\"mt-astm-limits\" aria-labelledby=\"mt-limit-heading\"><style>#mt-astm-limits{margin:28px 0 36px;padding:26px;border:1px solid #d5dedf;border-left:4px solid #b48247;background:#f2f5f5;border-radius:4px}#mt-astm-limits h2{font-size:25px;line-height:1.25;color:#203744;margin:5px 0 10px}#mt-astm-limits p{line-height:1.5}#mt-astm-limits label{display:block;font-weight:700;margin:20px 0 7px}#mt-astm-limits select{width:100%;max-width:430px;padding:12px;background:white;color:#203744;border:1px solid #9caeb5;border-radius:4px;font-size:16px;min-height:48px}#mt-astm-limits select:focus-visible,.mt-limit-scroll:focus-visible{outline:3px solid #b48247;outline-offset:3px}#mt-astm-limits [hidden]{display:none!important}#mt-astm-limits h3{font-size:22px;color:#203744;margin:26px 0 12px}#mt-astm-limits h3 span{display:block;font-size:clamp(22px,3vw,27px);font-weight:800;line-height:1.2;color:#9a6e39;margin-top:9px}.mt-limit-scroll{overflow-x:auto;max-width:100%;background:white}#mt-astm-limits table{border-collapse:collapse;width:100%;min-width:650px;font-size:14px;margin:0}#mt-astm-limits caption{text-align:left;padding:12px;font-weight:700;color:#52616b}#mt-astm-limits th,#mt-astm-limits td{padding:12px;border:1px solid #d8e0e3;vertical-align:middle}#mt-astm-limits thead th{background:#203744;color:white;text-align:center}#mt-astm-limits thead th:first-child,#mt-astm-limits tbody th{text-align:left}#mt-astm-limits td{text-align:center}#mt-astm-limits tbody tr:nth-child(even){background:#f7f9f9}#mt-astm-limits tbody td:last-child{min-width:140px}.mt-limit-note{font-size:13px;color:#52616b;margin:12px 0 0}#mt-astm-limits details{font-size:13px;color:#52616b;margin-top:14px}#mt-astm-limits summary{cursor:pointer;font-weight:700}@media(max-width:700px){#mt-astm-limits{padding:18px 14px}#mt-astm-limits h2{font-size:22px}}<\/style><div class=\"mt-code\">Valori limite<\/div><h2 id=\"mt-limit-heading\">Il tuo materiale rispetta le specifiche ASTM?<\/h2><p>Seleziona il materiale e scopri i valori limite richiesti.<\/p><label for=\"mt-material-select\">Materiale<\/label><select id=\"mt-material-select\" aria-controls=\"mt-limit-results\"><option value=\"\">Seleziona un materiale<\/option><option value=\"marmo\">Marmo<\/option><option value=\"travertino\">Travertino<\/option><option value=\"granito\">Granito<\/option><option value=\"calcare\">Limestone (calcare)<\/option><option value=\"quarzo\">Pietre a base quarzosa<\/option><option value=\"ardesia\">Ardesia<\/option><option value=\"serpentinite\">Serpentinite<\/option><\/select><div id=\"mt-limestone-control\" hidden><label for=\"mt-limestone-class\">Classe di Limestone<\/label><select id=\"mt-limestone-class\"><option value=\"0\">I \u00b7 Low density<\/option><option value=\"1\">II \u00b7 Medium density<\/option><option value=\"2\">III \u00b7 High density<\/option><\/select><\/div><div id=\"mt-limit-results\" aria-live=\"polite\"><div data-mt-material=\"marmo\" hidden><h3>Marmo <span>ASTM C503\/C503M \u2014 Standard Specification for Marble Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Marmo\"><table><caption>Requisiti fisici \u00b7 Marmo<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">Calcitico<\/th><th scope=\"col\">Dolomitico<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td>0.20<\/td><td>0.20<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td>162 [2600]<\/td><td>175 [2800]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td>7500 [52]<\/td><td>7500 [52]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture \u2014 minimo<\/th><td>psi [MPa]<\/td><td>1000 [6.9]<\/td><td>1000 [6.9]<\/td><td>ASTM C99\/C99M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>10<\/td><td>10<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><tr><th scope=\"row\">Resistenza a flessione \u2014 minima<\/th><td>psi [MPa]<\/td><td>1000 [6.9]<\/td><td>1000 [6.9]<\/td><td>ASTM C880\/C880M<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Abrasione: limite per traffico pedonale leggero; per traffico intenso su pavimenti, scale e pianerottoli commerciali o istituzionali \u00e8 raccomandato H\u2090 \u2265 12. Tra marmi accostati, differenza di resistenza all\u2019abrasione non superiore a 5 punti.<\/p><\/div><div data-mt-material=\"travertino\" hidden><h3>Travertino <span>ASTM C1527\/C1527M \u2014 Standard Specification for Travertine Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Travertino\"><table><caption>Requisiti fisici \u00b7 Travertino<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">Esterni<\/th><th scope=\"col\">Interni<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td>2.5<\/td><td>2.5<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td>144 [2300]<\/td><td>144 [2300]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td>7500 [52]<\/td><td>5000 [34]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>10<\/td><td>10<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><tr><th scope=\"row\">Resistenza a flessione \u2014 minima<\/th><td>psi [MPa]<\/td><td>500 [3.4]<\/td><td>500 [3.4]<\/td><td>ASTM C880\/C880M<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Flessione: provini vein-cut con carico orientato nella direzione debole indicata dalla norma. Tra variet\u00e0 accostate, differenza di resistenza all\u2019abrasione non superiore a 5 punti.<\/p><\/div><div data-mt-material=\"granito\" hidden><h3>Granito <span>ASTM C615\/C615M \u2014 Standard Specification for Granite Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Granito\"><table><caption>Requisiti fisici \u00b7 Granito<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">Valore limite<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td>0.40<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td>160 [2560]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td>19000 [131]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture \u2014 minimo<\/th><td>psi [MPa]<\/td><td>1500 [10.3]<\/td><td>ASTM C99\/C99M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>25<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><tr><th scope=\"row\">Resistenza a flessione \u2014 minima<\/th><td>psi [MPa]<\/td><td>1200 [8.3]<\/td><td>ASTM C880\/C880M<\/td><\/tr><\/tbody><\/table><\/div><\/div><div data-mt-material=\"calcare\" hidden><h3>Limestone (calcare) <span>ASTM C568\/C568M \u2014 Standard Specification for Limestone Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Calcare\"><table><caption>Requisiti fisici \u00b7 Limestone<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\" data-mt-limestone-class=\"0\">I \u00b7 Low density<\/th><th scope=\"col\" data-mt-limestone-class=\"1\">II \u00b7 Medium density<\/th><th scope=\"col\" data-mt-limestone-class=\"2\">III \u00b7 High density<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td data-mt-limestone-class=\"0\">12<\/td><td data-mt-limestone-class=\"1\">7.5<\/td><td data-mt-limestone-class=\"2\">3<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td data-mt-limestone-class=\"0\">110 [1760]<\/td><td data-mt-limestone-class=\"1\">135 [2160]<\/td><td data-mt-limestone-class=\"2\">160 [2560]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td data-mt-limestone-class=\"0\">1800 [12]<\/td><td data-mt-limestone-class=\"1\">4000 [28]<\/td><td data-mt-limestone-class=\"2\">8000 [55]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture \u2014 minimo<\/th><td>psi [MPa]<\/td><td data-mt-limestone-class=\"0\">400 [2.8]<\/td><td data-mt-limestone-class=\"1\">500 [3.4]<\/td><td data-mt-limestone-class=\"2\">1000 [6.9]<\/td><td>ASTM C99\/C99M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td data-mt-limestone-class=\"0\">10<\/td><td data-mt-limestone-class=\"1\">10<\/td><td data-mt-limestone-class=\"2\">10<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Classi di densit\u00e0: I \u00b7 Low density, da 110 a 135 lb\/ft\u00b3 [1760\u20132160 kg\/m\u00b3]; II \u00b7 Medium density, oltre 135 fino a 160 lb\/ft\u00b3 [oltre 2160 fino a 2560 kg\/m\u00b3]; III \u00b7 High density, oltre 160 lb\/ft\u00b3 [oltre 2560 kg\/m\u00b3]. La riga della tabella riporta i minimi come indicati nella specifica.<\/p><\/div><div data-mt-material=\"quarzo\" hidden><h3>Pietre a base quarzosa <span>ASTM C616\/C616M \u2014 Standard Specification for Quartz-Based Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Pietre a base quarzosa\"><table><caption>Requisiti fisici \u00b7 Pietre a base quarzosa<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">I \u00b7 Arenaria<\/th><th scope=\"col\">II \u00b7 Arenaria quarzitica<\/th><th scope=\"col\">III \u00b7 Quarzite<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td>8<\/td><td>3<\/td><td>1<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td>125 [2000]<\/td><td>150 [2400]<\/td><td>160 [2560]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td>4000 [28]<\/td><td>10000 [69]<\/td><td>20000 [140]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture \u2014 minimo<\/th><td>psi [MPa]<\/td><td>350 [2.4]<\/td><td>1000 [6.9]<\/td><td>2000 [13.8]<\/td><td>ASTM C99\/C99M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>2<\/td><td>8<\/td><td>8<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Silice libera minima per classe: arenaria 60%, arenaria quarzitica 90%, quarzite 95%. L\u2019arenaria con H\u2090 = 2 non \u00e8 raccomandata per pavimentazioni soggette a traffico pedonale intenso.<\/p><\/div><div data-mt-material=\"ardesia\" hidden><h3>Ardesia <span>ASTM C629\/C629M \u2014 Standard Specification for Slate Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Ardesia\"><table><caption>Requisiti fisici \u00b7 Ardesia<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">Esterni<\/th><th scope=\"col\">Interni<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento \u2014 massimo<\/th><td>%<\/td><td>0.25<\/td><td>0.45<\/td><td>ASTM C121\/C121M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture, across grain \u2014 minimo<\/th><td>psi [MPa]<\/td><td>9000 [62]<\/td><td>7200 [50]<\/td><td>ASTM C120\/C120M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture, along grain \u2014 minimo<\/th><td>psi [MPa]<\/td><td>7200 [50]<\/td><td>5500 [38]<\/td><td>ASTM C120\/C120M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>8<\/td><td>8<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><tr><th scope=\"row\">Resistenza agli acidi \u2014 profondit\u00e0 massima<\/th><td>in. [mm]<\/td><td>0.015 [0.38]<\/td><td>0.025 [0.64]<\/td><td>ASTM C217\/C217M<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Specifica per ardesia da costruzione; sono escluse l\u2019ardesia per coperture e quella per usi industriali.<\/p><\/div><div data-mt-material=\"serpentinite\" hidden><h3>Serpentinite <span>ASTM C1526 \u2014 Standard Specification for Serpentine Dimension Stone<\/span><\/h3><div class=\"mt-limit-scroll\" tabindex=\"0\" role=\"region\" aria-label=\"Valori limite Serpentinite\"><table><caption>Requisiti fisici \u00b7 Serpentinite<\/caption><thead><tr><th scope=\"col\">Propriet\u00e0<\/th><th scope=\"col\">Unit\u00e0<\/th><th scope=\"col\">Esterni<\/th><th scope=\"col\">Interni<\/th><th scope=\"col\">Test method<\/th><\/tr><\/thead><tbody><tr><th scope=\"row\">Assorbimento in massa \u2014 massimo<\/th><td>%<\/td><td>0.20<\/td><td>0.60<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Densit\u00e0 \u2014 minima<\/th><td>lb\/ft\u00b3 [kg\/m\u00b3]<\/td><td>160 [2560]<\/td><td>160 [2560]<\/td><td>ASTM C97\/C97M<\/td><\/tr><tr><th scope=\"row\">Resistenza a compressione \u2014 minima<\/th><td>psi [MPa]<\/td><td>10000 [69]<\/td><td>10000 [69]<\/td><td>ASTM C170\/C170M<\/td><\/tr><tr><th scope=\"row\">Modulus of rupture \u2014 minimo<\/th><td>psi [MPa]<\/td><td>1000 [6.9]<\/td><td>1000 [6.9]<\/td><td>ASTM C99\/C99M<\/td><\/tr><tr><th scope=\"row\">Resistenza all\u2019abrasione \u2014 minima<\/th><td>H\u2090<\/td><td>10<\/td><td>10<\/td><td>ASTM C241\/C241M \u00b7 C1353<\/td><\/tr><tr><th scope=\"row\">Resistenza a flessione \u2014 minima<\/th><td>psi [MPa]<\/td><td>1000 [6.9]<\/td><td>1000 [6.9]<\/td><td>ASTM C880\/C880M<\/td><\/tr><\/tbody><\/table><\/div><p class=\"mt-limit-note\">Tra variet\u00e0 accostate, differenza di resistenza all\u2019abrasione non superiore a 5 punti.<\/p><\/div><\/div><details id=\"mt-limit-notes\" hidden><summary>Note sui valori e sui metodi<\/summary><p>I valori si riferiscono a campioni preparati secondo i metodi di prova indicati; finiture diverse possono modificarne i risultati. I limiti numerici vanno letti insieme agli altri requisiti della specifica.<\/p><p>La resistenza all\u2019abrasione riguarda il traffico pedonale. Per C241\/C241M e C1353 non \u00e8 necessario eseguire entrambi i metodi. Le specifiche consultate segnalano che una modifica dell\u2019abrasivo Alundum pu\u00f2 ridurre i valori H\u2090: il confronto richiede attenzione alle condizioni di prova.<\/p><\/details><script>(function(){var root=document.getElementById('mt-astm-limits');if(!root)return;var select=root.querySelector('#mt-material-select');\nvar unit='si';\nvar row=document.createElement('div');row.className='mt-unit-row';select.parentNode.insertBefore(row,select);row.appendChild(select);\nvar group=document.createElement('div');group.className='mt-unit-toggle';group.setAttribute('role','group');group.setAttribute('aria-label','Sistema di misura');row.appendChild(group);\nvar buttons={};[['si',String.fromCodePoint(0x1F1EA,0x1F1FA)+' SI','Sistema internazionale: kg\/m\\u00b3, MPa, mm'],['us',String.fromCodePoint(0x1F1FA,0x1F1F8)+' USA','Sistema americano: lb\/ft\\u00b3, psi, in.']].forEach(function(item){var b=document.createElement('button');b.type='button';b.textContent=item[1];b.title=item[2];b.setAttribute('aria-label',item[2]);b.addEventListener('click',function(){setUnits(item[0]);});buttons[item[0]]=b;group.appendChild(b);});\nvar style=document.createElement('style');style.textContent='#mt-astm-limits .mt-unit-row{display:flex;align-items:center;gap:12px;flex-wrap:wrap}#mt-astm-limits .mt-unit-row select{flex:1 1 220px;width:auto}#mt-astm-limits .mt-unit-toggle{display:flex;gap:6px;flex-shrink:0}#mt-astm-limits .mt-unit-toggle button{font:600 15px Arial,sans-serif;min-height:48px;padding:10px 14px;border:1px solid #9caeb5;border-radius:4px;background:white;color:#203744;cursor:pointer}#mt-astm-limits .mt-unit-toggle button[aria-pressed=true]{background:#203744;color:white;border-color:#203744}#mt-astm-limits .mt-unit-toggle button:focus-visible{outline:3px solid #b48247;outline-offset:3px}';root.appendChild(style);\nvar pairs=[];root.querySelectorAll('tbody td').forEach(function(cell){var m=cell.textContent.trim().match(\/^(.+?)\\s*\\[([^\\]]+)\\]$\/);if(m)pairs.push({cell:cell,us:m[1].trim(),si:m[2].trim()});});\nvar densityNote=root.querySelector('[data-mt-material=calcare] .mt-limit-note');\nvar densityNotes={si:'Classi di densit\\u00e0: I \\u00b7 Low density, da 1760 a 2160 kg\/m\\u00b3; II \\u00b7 Medium density, oltre 2160 fino a 2560 kg\/m\\u00b3; III \\u00b7 High density, oltre 2560 kg\/m\\u00b3. La riga della tabella riporta i minimi come indicati nella specifica.',us:'Classi di densit\\u00e0: I \\u00b7 Low density, da 110 a 135 lb\/ft\\u00b3; II \\u00b7 Medium density, oltre 135 fino a 160 lb\/ft\\u00b3; III \\u00b7 High density, oltre 160 lb\/ft\\u00b3. La riga della tabella riporta i minimi come indicati nella specifica.'};\nfunction setUnits(value){unit=value;pairs.forEach(function(p){p.cell.textContent=p[value];});Object.keys(buttons).forEach(function(key){buttons[key].setAttribute('aria-pressed',String(key===value));});if(densityNote)densityNote.textContent=densityNotes[value];}\nsetUnits('si');\nvar limestone=root.querySelector('#mt-limestone-class');function update(){root.querySelectorAll('[data-mt-material]').forEach(function(p){p.hidden=p.getAttribute('data-mt-material')!==select.value;});root.querySelector('#mt-limestone-control').hidden=select.value!=='calcare';root.querySelectorAll('[data-mt-limestone-class]').forEach(function(cell){cell.hidden=cell.getAttribute('data-mt-limestone-class')!==limestone.value;});root.querySelector('#mt-limit-notes').hidden=!select.value;}select.addEventListener('change',update);limestone.addEventListener('change',update);update();})();<\/script><\/section><div class=\"mt-band\">Catalogo delle prove<\/div><div class=\"mt-grid\"><article class=\"mt-card\"><div class=\"mt-code\">ASTM C97\/C97M<\/div><h2>Standard Test Methods for Absorption and Bulk Specific Gravity of Dimension Stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C99\/C99M<\/div><h2>Standard Test Method for Modulus of Rupture of Dimension Stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C170\/C170M<\/div><h2>Standard Test Method for Compressive Strength of Dimension Stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C880\/C880M<\/div><h2>Standard Test Method for Flexural Strength of Dimension Stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C666\/C666M<\/div><h2>Standard Test Method for Resistance of Concrete to rapid Freezing and Thawing<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C1353\/C1353M<\/div><h2>Standard test method for the abrasion resistance of dimension stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C1354\/C1354M<\/div><h2>Standard Test Method for Strength of Individual Stone Anchorages in Dimension Stone<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C884\/C884M<\/div><h2>Standard Test Method for Thermal Compatibility Between Concrete and an Epoxy-Resin Overlay<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM D4535<\/div><h2>Standard Test Methods for Measurement of Thermal Expansion of Rock Using Dilatometer<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM C1583<\/div><h2>Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength<\/h2><\/article><article class=\"mt-card\"><div class=\"mt-code\">ASTM D7617<\/div><h2>Standard Test Method for Transverse Shear Strength of Fiber-reinforced Polymer Matrix Composite Bars<\/h2><\/article><\/div><div class=\"mt-links\"><h2>Esempi di rapporti<\/h2><p>I nostri rapporti di prova sono molto dettagliati: includono schede dei singoli provini, misure, risultati e fotografie dei campioni effettivamente sottoposti a prova. Nelle prove meccaniche sono riportati anche i grafici di carico e, per la flessione, di carico e freccia del singolo provino.<\/p><p>Quando il campionamento non \u00e8 eseguito da un soggetto indipendente, come avviene nella maggior parte dei casi, la documentazione fotografica permette di riconoscere i campioni effettivamente provati. I risultati si riferiscono ai campioni sottoposti a prova.<\/p><p>Negli esempi pubblicati sono stati rimossi il cliente e il nome del materiale.<\/p><p><a href=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/09\/Esempio_rapporto_ASTM_C170-1.pdf\" target=\"_blank\" rel=\"noopener\">ASTM C170 \u2014 Compressive Strength \u00b7 PDF \u2197<\/a><\/p><p><a href=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/09\/Esempio_rapporto_ASTM_C880.pdf\" target=\"_blank\" rel=\"noopener\">ASTM C880 \u2014 Flexural Strength \u00b7 PDF \u2197<\/a><\/p><p><a href=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/09\/Esempio_rapporto_ASTM_C97.pdf\" target=\"_blank\" rel=\"noopener\">ASTM C97 \u2014 Absorption and Bulk Specific Gravity \u00b7 PDF \u2197<\/a><\/p><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20001 elementor-widget elementor-widget-heading\" data-id=\"d9a20001\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Prove sugli ancoraggi della pietra<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20002 elementor-widget elementor-widget-text-editor\" data-id=\"d9a20002\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Esempi di prove sugli ancoraggi di elementi lapidei: verifica dell\u2019ancoraggio in scala reale e prove di estrazione (pull test). La configurazione di prova riproduce il sistema di fissaggio da valutare.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20003 elementor-widget elementor-widget-image\" data-id=\"d9a20003\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"921\" height=\"796\" src=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/1354-ANCHOR-KERF.png\" class=\"attachment-full size-full wp-image-869\" alt=\"\" srcset=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/1354-ANCHOR-KERF.png 921w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/1354-ANCHOR-KERF-300x259.png 300w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/1354-ANCHOR-KERF-768x664.png 768w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/1354-ANCHOR-KERF-14x12.png 14w\" sizes=\"(max-width: 921px) 100vw, 921px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Prova dell\u2019ancoraggio in scala reale con fissaggio nella scanalatura (kerf).<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20004 elementor-widget elementor-widget-image\" data-id=\"d9a20004\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"800\" height=\"600\" src=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/PROVA-ANCORAGGI.jpg\" class=\"attachment-full size-full wp-image-873\" alt=\"\" srcset=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/PROVA-ANCORAGGI.jpg 800w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/PROVA-ANCORAGGI-300x225.jpg 300w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/PROVA-ANCORAGGI-768x576.jpg 768w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/PROVA-ANCORAGGI-16x12.jpg 16w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Prova di ancoraggio su elemento lapideo.<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20005 elementor-widget elementor-widget-image\" data-id=\"d9a20005\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"2048\" height=\"1365\" src=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248.jpg\" class=\"attachment-full size-full wp-image-871\" alt=\"\" srcset=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248.jpg 2048w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248-300x200.jpg 300w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248-1024x683.jpg 1024w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248-768x512.jpg 768w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248-1536x1024.jpg 1536w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/DSC00248-18x12.jpg 18w\" sizes=\"(max-width: 2048px) 100vw, 2048px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Prova di estrazione dell\u2019ancoraggio (pull test).<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20006 elementor-widget elementor-widget-heading\" data-id=\"d9a20006\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Modulo elastico flessionale \u2014 ASTM C1352\/C1352M<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20007 elementor-widget elementor-widget-text-editor\" data-id=\"d9a20007\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Determinazione del modulo elastico flessionale della pietra naturale mediante la misura delle deformazioni durante la prova di flessione.<\/p><p><em>Standard Test Method for Flexural Modulus of Elasticity of Dimension Stone.<\/em><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d9a20008 elementor-widget elementor-widget-image\" data-id=\"d9a20008\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"1236\" height=\"838\" src=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli.png\" class=\"attachment-full size-full wp-image-870\" alt=\"\" srcset=\"https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli.png 1236w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli-300x203.png 300w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli-1024x694.png 1024w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli-768x521.png 768w, https:\/\/lnx.marmotest.com\/wp-content\/uploads\/2026\/10\/elastic-moduli-18x12.png 18w\" sizes=\"(max-width: 1236px) 100vw, 1236px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Posizionamento dei comparatori per la misura degli spostamenti nella prova del modulo elastico flessionale.<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Marmotest \u00b7 Prove di laboratorio Test ASTM Metodi di prova ASTM presenti nel catalogo Marmotest per pietre naturali e altri materiali. Seleziona la prova in base al materiale e all\u2019obiettivo della verifica. Catalogo delle prove ASTM C97\/C97M Standard Test Methods for Absorption and Bulk Specific Gravity of Dimension Stone ASTM C99\/C99M Standard Test Method for [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"_siteseo_robots_primary_cat":"","footnotes":""},"folder":[],"class_list":["post-582","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/pages\/582","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/comments?post=582"}],"version-history":[{"count":18,"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/pages\/582\/revisions"}],"predecessor-version":[{"id":874,"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/pages\/582\/revisions\/874"}],"wp:attachment":[{"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/media?parent=582"}],"wp:term":[{"taxonomy":"folder","embeddable":true,"href":"https:\/\/lnx.marmotest.com\/en\/wp-json\/wp\/v2\/folder?post=582"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}