{"id":20560,"date":"2026-02-02T08:55:40","date_gmt":"2026-02-02T13:55:40","guid":{"rendered":"https:\/\/gcttg.com\/?page_id=20560"},"modified":"2026-03-10T11:36:49","modified_gmt":"2026-03-10T15:36:49","slug":"sageos","status":"publish","type":"page","link":"https:\/\/gcttg.com\/en\/sageos\/","title":{"rendered":"SAGEOS"},"content":{"rendered":"<p><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background fusion-parallax-fixed hundred-percent-fullwidth non-hundred-percent-height-scrolling fusion-animated fusion-custom-z-index\" style=\"--link_hover_color: #364254;--link_color: #212934;--awb-background-position-small:center top;--awb-border-sizes-top:0px;--awb-border-sizes-bottom:0px;--awb-border-sizes-left:0px;--awb-border-sizes-right:0px;--awb-border-color:#d1d1d1;--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-z-index:1;--awb-padding-top:0px;--awb-padding-right:60px;--awb-padding-bottom:0px;--awb-padding-left:60px;--awb-padding-top-small:0px;--awb-padding-right-small:0px;--awb-padding-bottom-small:0px;--awb-padding-left-small:0px;--awb-margin-top:0px;--awb-margin-bottom-medium:100px;--awb-margin-bottom-small:0px;--awb-min-height:600px;--awb-min-height-small:750px;--awb-background-color:var(--awb-color7);--awb-background-image:url(&quot;https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/SAGEOS-Dynamometry-800x533.png&quot;);--awb-background-size:cover;--awb-background-size-small:contain;--awb-flex-wrap:wrap;background-attachment:fixed;\" data-animationType=\"fadeIn\" data-animationDuration=\"0.8\" data-animationOffset=\"top-into-view\" id=\"studio-1\" ><div class=\"awb-background-slider\" data-type=\"container\" data-loop=\"yes\" data-animation=\"fade\" data-slideshow-speed=\"5000\" data-animation-speed=\"800\" data-direction=\"up\" style=\"--awb-image-position:50% 50%;\"><div class=\"swiper-wrapper\"><div class=\"swiper-slide\"><\/div><\/div><\/div><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-end fusion-flex-content-wrap\" style=\"width:104% !important;max-width:104% !important;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_2 1_2 fusion-flex-column fusion-animated\" style=\"--awb-padding-top:60px;--awb-padding-right:85px;--awb-padding-bottom:60px;--awb-padding-left:85px;--awb-padding-top-medium:60px;--awb-padding-right-medium:60px;--awb-padding-bottom-medium:60px;--awb-padding-left-medium:60px;--awb-padding-top-small:60px;--awb-padding-right-small:60px;--awb-padding-bottom-small:60px;--awb-padding-left-small:60px;--awb-bg-color:#237d26;--awb-bg-color-hover:#237d26;--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:-65px;--awb-spacing-left-large:3.84%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-margin-bottom-small:0;--awb-spacing-left-small:1.92%;\" data-animationType=\"fadeInUp\" data-animationDuration=\"1.3\" data-animationOffset=\"top-into-view\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-end fusion-content-layout-column\"><div class=\"fusion-image-element \" style=\"--awb-aspect-ratio: 100 \/ 30;--awb-object-position:NaN% NaN%;--awb-margin-bottom:30px;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\" fusion-imageframe imageframe-none imageframe-1 hover-type-none has-aspect-ratio\"><img decoding=\"async\" width=\"469\" height=\"141\" alt=\"Logo SAGEOS\" title=\"14793_CTT_Logo_SAGEOS_inverse-et-couleur_RGB_FR\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/01\/14793_CTT_Logo_SAGEOS_inverse-et-couleur_RGB_FR.svg\" class=\"img-responsive wp-image-20477 img-with-aspect-ratio\" data-parent-fit=\"cover\" data-parent-container=\".fusion-image-element\" \/><\/span><\/div><div class=\"fusion-text fusion-text-1\" style=\"--awb-font-size:25px;--awb-line-height:1.2;--awb-letter-spacing:0px;--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-color:#ffffff;--awb-text-font-family:&quot;Roboto&quot;;--awb-text-font-style:normal;--awb-text-font-weight:500;\"><p style=\"font-size: 33px;\" data-fusion-font=\"true\">Trusted Partner for Geosynthetic Testing and Innovation Worldwide.<\/p>\n<\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-2 fusion-flex-container has-pattern-background has-mask-background hundred-percent-fullwidth non-hundred-percent-height-scrolling fusion-animated fusion-custom-z-index\" style=\"--link_hover_color: #364254;--link_color: var(--awb-custom_color_12);--awb-border-sizes-top:0px;--awb-border-sizes-bottom:0px;--awb-border-sizes-left:0px;--awb-border-sizes-right:0px;--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-z-index:2;--awb-padding-top:60px;--awb-padding-right:60px;--awb-padding-bottom:0px;--awb-padding-left:60px;--awb-margin-top:0px;--awb-background-size:cover;--awb-flex-wrap:wrap;\" data-animationType=\"fadeIn\" data-animationDuration=\"0.8\" data-animationOffset=\"top-into-view\" id=\"studio-1\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-end fusion-flex-content-wrap\" style=\"width:104% !important;max-width:104% !important;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_2_3 2_3 fusion-flex-column fusion-animated\" style=\"--awb-padding-top:85px;--awb-padding-right:85px;--awb-padding-bottom:85px;--awb-padding-left:85px;--awb-padding-top-medium:0px;--awb-padding-right-medium:60px;--awb-padding-bottom-medium:0px;--awb-padding-left-medium:60px;--awb-padding-top-small:0px;--awb-padding-right-small:0px;--awb-padding-bottom-small:0px;--awb-padding-left-small:0px;--awb-bg-size:cover;--awb-width-large:66.666666666667%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:2.88%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:2.56%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:2.56%;--awb-spacing-left-small:1.92%;\" data-animationType=\"fadeInUp\" data-animationDuration=\"1.3\" data-animationOffset=\"top-into-view\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-2\" style=\"--awb-font-size:25px;--awb-line-height:1.2;--awb-letter-spacing:0px;--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-color:var(--awb-color7);--awb-text-font-family:&quot;Roboto&quot;;--awb-text-font-style:normal;--awb-text-font-weight:500;\"><p>For over 40 years, SAGEOS has developed in-depth expertise in geosynthetics testing, method development, and technical support for complex projects. This experience has been built through work carried out for a wide range of manufacturers, engineering firms, and public owners, both in Canada and internationally.<\/p>\n<\/div><div class=\"fusion-text fusion-text-3\" style=\"--awb-content-alignment:left;--awb-font-size:17px;--awb-line-height:1.7;--awb-letter-spacing:0px;--awb-text-transform:var(--awb-typography4-text-transform);--awb-text-color:var(--awb-color7);--awb-margin-top:20px;\"><p>As a specialized division of the CTT Group, SAGEOS offers internationally accredited laboratory capabilities, advanced expertise in applied research, and the development of custom testing methods.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-2 fusion_builder_column_1_3 1_3 fusion-flex-column fusion-flex-align-self-flex-end\" style=\"--awb-padding-top:0px;--awb-padding-right:0px;--awb-padding-bottom:0px;--awb-padding-left:0px;--awb-padding-top-medium:50px;--awb-bg-color:var(--awb-custom_color_13);--awb-bg-color-hover:var(--awb-custom_color_13);--awb-bg-position:center top;--awb-bg-size:contain;--awb-width-large:33.333333333333%;--awb-margin-top-large:-380px;--awb-spacing-right-large:5.76%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:5.76%;--awb-width-medium:100%;--awb-order-medium:0;--awb-margin-top-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-carousel fusion-image-carousel-auto fusion-image-carousel-1 awb-image-carousel-top-below-caption\" style=\"margin-top:-10px;\"><div class=\"awb-carousel awb-swiper awb-swiper-carousel awb-carousel--carousel awb-swiper-dots-position-bottom awb-imageframe-style awb-imageframe-style-below awb-imageframe-style-1\" data-layout=\"carousel\" data-autoplay=\"yes\" data-autoplayspeed=\"2500\" data-autoplaypause=\"yes\" data-loop=\"yes\" data-columns=\"1\" data-columnsmedium=\"1\" data-columnssmall=\"1\" data-itemmargin=\"0\" data-itemwidth=\"180\" data-touchscroll=\"drag\" data-freemode=\"no\" data-imagesize=\"auto\" data-scrollitems=\"1\" data-centeredslides=\"no\" data-rotationangle=\"50\" data-depth=\"100\" data-speed=\"500\" data-shadow=\"no\" data-pagination=\"bullets\" style=\"--awb-columns:1;--awb-column-spacing:0px;--awb-caption-title-color:var(--awb-color1);--awb-caption-title-size:18px;--awb-caption-title-transform:uppercase;--awb-caption-title-line-height:1;--awb-caption-text-transform:var(--awb-typography2-text-transform);--awb-caption-text-letter-spacing:var(--awb-typography2-letter-spacing);--awb-caption-overlay-color:var(--awb-color8);--awb-caption-margin-top:30px;--awb-caption-margin-right:15px;--awb-caption-margin-left:15px;--awb-dots-align:center;--awb-caption-title-font-family:&quot;Roboto&quot;;--awb-caption-title-font-style:normal;--awb-caption-title-font-weight:700;--awb-caption-text-font-family:&quot;Inter&quot;;--awb-caption-text-font-style:normal;--awb-caption-text-font-weight:400;\"><div class=\"swiper-wrapper awb-image-carousel-wrapper fusion-flex-align-items-center\"><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/UV-Xenon.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Accelerated aging tests using xenon arc radiation simulating exposure to light, moisture, and heat.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/stress-cracking.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Stress cracking test for geomembranes.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/dechirure-geomembrane.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Geomembrane tear test using a multi-head dynamometer.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d3895-1.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Measurement of polyolefin OIT by DSC to assess oxidation stability.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1241\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-500x517.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-600x621.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-700x724.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-768x794.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-800x827.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355-990x1024.png 990w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/astm-d4355.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Accelerated aging tests using fluorescent UV exposure.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D638-1.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">ASTM D638: Tensile test on dumbbell-shaped specimens.<\/h6><\/div><\/div><\/div><\/div><div class=\"swiper-slide\"><div class=\"fusion-carousel-item-wrapper\"><div class=\"fusion-image-wrapper hover-type-none\"><img decoding=\"async\" width=\"1200\" height=\"1243\" src=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617.png\" class=\"attachment-full size-full\" alt=\"\" srcset=\"https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-200x207.png 200w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-290x300.png 290w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-400x414.png 400w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-500x518.png 500w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-600x622.png 600w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-700x725.png 700w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-768x796.png 768w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-800x829.png 800w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617-989x1024.png 989w, https:\/\/gcttg.com\/wp-content\/uploads\/2026\/02\/ASTM-D5617.png 1200w\" sizes=\"(max-width: 1200px) 100vw, 1200px\" \/><\/div><div class=\"awb-imageframe-caption-container\" style=\"text-align:center;\"><div class=\"awb-imageframe-caption\"><h6 class=\"awb-imageframe-caption-title\">Multiaxial tensile test conducted in a large-diameter pressure vessel.<\/h6><\/div><\/div><\/div><\/div><\/div><div class=\"awb-swiper-button awb-swiper-button-prev\"><i class=\"awb-icon-angle-left\" aria-hidden=\"true\"><\/i><\/div><div class=\"awb-swiper-button awb-swiper-button-next\"><i class=\"awb-icon-angle-right\" aria-hidden=\"true\"><\/i><\/div><\/div><\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-3 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1248px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-3 fusion_builder_column_1_4 1_4 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:7.68%;--awb-width-medium:25%;--awb-order-medium:0;--awb-spacing-right-medium:7.68%;--awb-spacing-left-medium:7.68%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-4\"><h2 style=\"text-align: center;\"><b style=\"color: #00b6e6; font-size: 36px; letter-spacing: normal;\" data-fusion-font=\"true\">200 +<\/b><\/h2>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center;\"><b style=\"color: #00b6e6;\">Test Methods<\/b><\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-4 fusion_builder_column_1_4 1_4 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:7.68%;--awb-width-medium:25%;--awb-order-medium:0;--awb-spacing-right-medium:7.68%;--awb-spacing-left-medium:7.68%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-5\"><p style=\"text-align: center; color: #232176;\"><span style=\"color: #00b6e6; font-size: 36px;\" data-fusion-font=\"true\"><b>4<\/b><\/span><b style=\"color: #00b6e6; font-size: 36px;\" data-fusion-font=\"true\">0 +<\/b><\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center; color: #232176;\"><b style=\"color: #00b6e6;\">Years Experience<\/b><\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-5 fusion_builder_column_1_4 1_4 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:7.68%;--awb-width-medium:25%;--awb-order-medium:0;--awb-spacing-right-medium:7.68%;--awb-spacing-left-medium:7.68%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-6\"><p style=\"text-align: center; color: #00b6e6;\"><b style=\"font-size: 36px;\" data-fusion-font=\"true\">12 000 +<\/b><\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center; color: #00b6e6;\"><b>Completed Projects<\/b><\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-6 fusion_builder_column_1_4 1_4 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:7.68%;--awb-width-medium:25%;--awb-order-medium:0;--awb-spacing-right-medium:7.68%;--awb-spacing-left-medium:7.68%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-7\"><p style=\"text-align: center; color: #00b6e6;\"><b style=\"font-size: 36px;\" data-fusion-font=\"true\">300 +<\/b><\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center; color: #00b6e6;\"><b>Major Industrial Partners<\/b><\/p>\n<\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-4 fusion-flex-container has-pattern-background has-mask-background hundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-sizes-top:0px;--awb-border-sizes-bottom:0px;--awb-border-sizes-left:0px;--awb-border-sizes-right:0px;--awb-border-color:var(--awb-color2);--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-top:70px;--awb-padding-right:100px;--awb-padding-bottom:130px;--awb-padding-left:100px;--awb-padding-top-medium:0px;--awb-padding-right-medium:0px;--awb-padding-bottom-medium:0px;--awb-padding-left-medium:0px;--awb-margin-bottom:0px;--awb-background-image:linear-gradient(90deg, var(--awb-color4) 50%,var(--awb-color7) 50%);--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-stretch fusion-flex-content-wrap\" style=\"width:104% !important;max-width:104% !important;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-7 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-padding-top:30px;--awb-padding-right:60px;--awb-padding-bottom:0px;--awb-padding-left:45px;--awb-padding-top-medium:80px;--awb-padding-right-medium:120px;--awb-padding-bottom-medium:80px;--awb-padding-left-medium:120px;--awb-padding-top-small:60px;--awb-padding-right-small:60px;--awb-padding-bottom-small:60px;--awb-padding-left-small:60px;--awb-bg-color-medium:var(--awb-color4);--awb-bg-color-medium-hover:var(--awb-color4);--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-margin-bottom-medium:0;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-title title fusion-title-1 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"--awb-text-color:var(--awb-color7);--awb-margin-bottom:0px;--awb-margin-top-small:10px;--awb-margin-right-small:0px;--awb-margin-bottom-small:10px;--awb-margin-left-small:0px;--awb-font-size:20px;\"><h2 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"margin:0;text-transform:uppercase;font-size:1em;--fontSize:20;--minFontSize:20;line-height:1.2;\">TESTING LAB<\/h2><\/div><div class=\"fusion-title title fusion-title-2 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"--awb-text-color:var(--awb-color7);--awb-margin-bottom:20px;--awb-margin-top-small:10px;--awb-margin-right-small:0px;--awb-margin-bottom-small:10px;--awb-margin-left-small:0px;--awb-font-size:30px;\"><h2 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"margin:0;text-transform:uppercase;font-size:1em;--fontSize:30;line-height:1.2;\">WHY CHOOSE SAGEOS<\/h2><\/div><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;margin-bottom:40px;width:100%;max-width:85px;\"><div class=\"fusion-separator-border sep-single sep-solid\" style=\"--awb-height:20px;--awb-amount:20px;--awb-sep-color:var(--awb-color7);border-color:var(--awb-color7);border-top-width:2px;\"><\/div><\/div><div class=\"accordian fusion-accordian\" style=\"--awb-padding-top:10px;--awb-padding-bottom:10px;--awb-border-size:1px;--awb-icon-size:18px;--awb-content-font-size:18px;--awb-content-letter-spacing:0.010em;--awb-content-text-transform:var(--awb-typography4-text-transform);--awb-content-line-height:1.7;--awb-icon-alignment:left;--awb-hover-color:rgba(255,143,92,0.05);--awb-border-color:rgba(79,134,216,0.2);--awb-background-color:rgba(79,134,216,0.05);--awb-divider-color:var(--awb-color7);--awb-divider-hover-color:var(--awb-custom_color_12);--awb-icon-color:var(--awb-color7);--awb-title-color:var(--awb-color7);--awb-content-color:var(--awb-color7);--awb-icon-box-color:rgba(79,134,216,0.1);--awb-toggle-hover-accent-color:var(--awb-custom_color_12);--awb-toggle-active-accent-color:var(--awb-custom_color_12);--awb-title-font-family:&quot;Roboto&quot;;--awb-title-font-weight:600;--awb-title-font-style:normal;--awb-title-font-size:20px;--awb-title-line-height:1.2;--awb-title-text-transform:var(--awb-typography1-text-transform);--awb-content-font-family:&quot;Roboto&quot;;--awb-content-font-style:normal;--awb-content-font-weight:400;\"><div class=\"panel-group fusion-toggle-icon-unboxed\" id=\"accordion-20560-1\"><div class=\"fusion-panel panel-default panel-6bf7ea87ff3e44988 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_6bf7ea87ff3e44988\"><a aria-expanded=\"false\" aria-controls=\"6bf7ea87ff3e44988\" role=\"button\" data-toggle=\"collapse\" data-target=\"#6bf7ea87ff3e44988\" href=\"#6bf7ea87ff3e44988\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Proven Expertise<\/span><\/a><\/h3><\/div><div id=\"6bf7ea87ff3e44988\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_6bf7ea87ff3e44988\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p>For over <strong>40 years<\/strong>, SAGEOS has developed in-depth expertise in geosynthetics testing, method development, and technical support for complex projects. This experience has been built through work carried out for a wide range of manufacturers, engineering firms, and public owners, both in Canada and internationally.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-12e85779373855640 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_12e85779373855640\"><a aria-expanded=\"false\" aria-controls=\"12e85779373855640\" role=\"button\" data-toggle=\"collapse\" data-target=\"#12e85779373855640\" href=\"#12e85779373855640\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Independent and Reliable Results<\/span><\/a><\/h3><\/div><div id=\"12e85779373855640\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_12e85779373855640\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"143\" data-end=\"643\">At SAGEOS, independence and scientific rigor are at the core of our laboratory services. We are among the first laboratories in Canada to be <strong>accredited to ISO\/IEC 17025<\/strong>, with dual recognition from CCN and A2LA, and international acceptance of our test reports ensured through the ILAC-MRA agreement. We are also a certified member of the Geosynthetics Accreditation Institute\u2019s GAI-LAP program, which confirms that our results meet the highest international standards of quality and impartiality.<\/p>\n<p><span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">Free from any commercial affiliation with manufacturers or contractors, our work is <\/span><strong style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">entirely independent<\/strong><span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">, ensuring credibility, transparency, and trust.<\/span><\/p>\n<p><span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">Our projects are led by qualified engineers and carried out by highly trained technicians within a strictly controlled quality environment. All laboratory equipment is calibrated in accordance with rigorous requirements and verified on a daily basis to ensure measurement accuracy and reproducibility.<\/span><\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-0ad6c9bbd10d581af fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_0ad6c9bbd10d581af\"><a aria-expanded=\"false\" aria-controls=\"0ad6c9bbd10d581af\" role=\"button\" data-toggle=\"collapse\" data-target=\"#0ad6c9bbd10d581af\" href=\"#0ad6c9bbd10d581af\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Comprehensive Geosynthetics Testing Capabilities<\/span><\/a><\/h3><\/div><div id=\"0ad6c9bbd10d581af\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_0ad6c9bbd10d581af\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"128\" data-end=\"286\">SAGEOS offers <strong>comprehensive coverage of geosynthetics testing<\/strong>, ranging from index and compliance tests to advanced performance and durability evaluations.<\/p>\n<p><span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">Our capabilities span all key geosynthetic functions\u2014confinement, drainage, filtration, reinforcement, and protection\u2014and are supported by in-depth characterization of mechanical, hydraulic, thermal, chemical, and durability properties for critical infrastructure applications.<\/span><\/p>\n<p><span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">Beyond standard methods, we also conduct testing adapted to real-world service conditions, including aging scenarios, long-term loading, and exposure to severe environments.<\/span><\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-ff9e8c62213153d38 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_ff9e8c62213153d38\"><a aria-expanded=\"false\" aria-controls=\"ff9e8c62213153d38\" role=\"button\" data-toggle=\"collapse\" data-target=\"#ff9e8c62213153d38\" href=\"#ff9e8c62213153d38\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">International Recognition and Scope<\/span><\/a><\/h3><\/div><div id=\"ff9e8c62213153d38\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_ff9e8c62213153d38\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"81\" data-end=\"371\">Since more than four decades, SAGEOS has served as a <strong>reference third-party laboratory<\/strong> for the geosynthetics and geotechnical engineering community. Our test reports are recognized by major industrial clients, engineering firms, and regulatory authorities across North America and worldwide.<\/p>\n<p data-start=\"373\" data-end=\"603\">Whether for product qualification, performance validation, technical investigations, or comparative analyses, SAGEOS delivers reliable, impartial, and actionable results to support robust and sustainable technical decision-making.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-1f0170aa1a0b29b19 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_1f0170aa1a0b29b19\"><a aria-expanded=\"false\" aria-controls=\"1f0170aa1a0b29b19\" role=\"button\" data-toggle=\"collapse\" data-target=\"#1f0170aa1a0b29b19\" href=\"#1f0170aa1a0b29b19\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Testing in Accordance with International Standards<\/span><\/a><\/h3><\/div><div id=\"1f0170aa1a0b29b19\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_1f0170aa1a0b29b19\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"123\" data-end=\"418\">SAGEOS conducts its testing in accordance with the main international standards and normative frameworks, including <strong>ASTM, ISO, NF EN, BNQ, CAN, DIN, BS, and GRI,<\/strong> in order to meet the technical requirements specific to the various regions and regulatory environments where geosynthetics are used.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"420\" data-end=\"695\">When project requirements are not fully covered by standardized methods, SAGEOS implements <strong>adapted testing procedures developed in alignment with existing standards<\/strong>, while respecting their underlying principles, technical requirements, and recognized industry best practices.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-4991b4b90ad5e5b24 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_4991b4b90ad5e5b24\"><a aria-expanded=\"false\" aria-controls=\"4991b4b90ad5e5b24\" role=\"button\" data-toggle=\"collapse\" data-target=\"#4991b4b90ad5e5b24\" href=\"#4991b4b90ad5e5b24\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Responsiveness, Speed, and Turnkey Service<\/span><\/a><\/h3><\/div><div id=\"4991b4b90ad5e5b24\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_4991b4b90ad5e5b24\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"143\" data-end=\"318\">SAGEOS stands out for its <strong>high responsiveness<\/strong> in handling inquiries, preparing<strong> bilingual service proposals (French and English)<\/strong>, and delivering testing and reporting services.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"320\" data-end=\"520\">Depending on the nature of the tests, certain results can be provided <strong>on the same day<\/strong>, while others are delivered according to <strong>clearly defined timelines agreed upon at the time the mandate is awarded<\/strong>.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"522\" data-end=\"746\">With a <strong>broad range of equipment<\/strong>, <strong>multidisciplinary expert team<\/strong>s, and an integrated organizational structure, SAGEOS operates as a <strong>one-stop shop<\/strong> for geosynthetics testing, from the initial request through to the final report.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"748\" data-end=\"887\">While our services remain <strong>competitive<\/strong>, our primary focus is on <strong>service quality<\/strong>, result reliability, and <strong>overall efficiency for our clients<\/strong>.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-11ba6fa555a526ffc fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_11ba6fa555a526ffc\"><a aria-expanded=\"false\" aria-controls=\"11ba6fa555a526ffc\" role=\"button\" data-toggle=\"collapse\" data-target=\"#11ba6fa555a526ffc\" href=\"#11ba6fa555a526ffc\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Technical Leadership and Contributions to Standards<\/span><\/a><\/h3><\/div><div id=\"11ba6fa555a526ffc\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_11ba6fa555a526ffc\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<article class=\"text-token-text-primary w-full focus:outline-none &#091;--shadow-height:45px&#093; has-data-writing-block:pointer-events-none has-data-writing-block:-mt-(--shadow-height) has-data-writing-block:pt-(--shadow-height) &#091;&amp;:has(&#091;data-writing-block&#093;)&gt;*&#093;:pointer-events-auto scroll-mt-&#091;calc(var(--header-height)+min(200px,max(70px,20svh)))&#093;\" dir=\"auto\" tabindex=\"-1\" data-turn-id=\"d9b895dc-a849-4ab2-bcb2-cfeccd558f3c\" data-testid=\"conversation-turn-70\" data-scroll-anchor=\"false\" data-turn=\"assistant\">\n<div class=\"text-base my-auto mx-auto &#091;--thread-content-margin:--spacing(4)&#093; @w-sm\/main:&#091;--thread-content-margin:--spacing(6)&#093; @w-lg\/main:&#091;--thread-content-margin:--spacing(16)&#093; px-(--thread-content-margin)\">\n<div class=\"&#091;--thread-content-max-width:40rem&#093; @w-lg\/main:&#091;--thread-content-max-width:48rem&#093; mx-auto max-w-(--thread-content-max-width) flex-1 group\/turn-messages focus-visible:outline-hidden relative flex w-full min-w-0 flex-col agent-turn\" tabindex=\"-1\">\n<div class=\"flex max-w-full flex-col grow\">\n<div class=\"min-h-8 text-message relative flex w-full flex-col items-end gap-2 text-start break-words whitespace-normal &#091;.text-message+&amp;&#093;:mt-1\" dir=\"auto\" data-message-author-role=\"assistant\" data-message-id=\"65485634-0bbc-4055-8715-8e4bac5c9d7d\" data-message-model-slug=\"gpt-5-2\">\n<div class=\"flex w-full flex-col gap-1 empty:hidden first:pt-&#091;1px&#093;\">\n<div class=\"markdown prose dark:prose-invert w-full wrap-break-word light markdown-new-styling\">\n<p data-start=\"136\" data-end=\"513\">Over the years, SAGEOS has <strong>actively contributed to the development and evolution of several standards<\/strong> and remains involved in standardization work and technical exchanges within the industry. Our <strong>scientific and technical publications<\/strong>\u2014particularly in the areas of test device development, performance parameter analysis, and method improvement\u2014reflect this ongoing contribution.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/article>\n<article class=\"text-token-text-primary w-full focus:outline-none &#091;--shadow-height:45px&#093; has-data-writing-block:pointer-events-none has-data-writing-block:-mt-(--shadow-height) has-data-writing-block:pt-(--shadow-height) &#091;&amp;:has(&#091;data-writing-block&#093;)&gt;*&#093;:pointer-events-auto scroll-mt-(--header-height)\" dir=\"auto\" tabindex=\"-1\" data-turn-id=\"71a49fcd-da0b-4b08-bde2-e78c282646a6\" data-testid=\"conversation-turn-71\" data-scroll-anchor=\"false\" data-turn=\"user\"><\/article>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-8 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-padding-top:30px;--awb-padding-right:45px;--awb-padding-bottom:0px;--awb-padding-left:60px;--awb-padding-top-medium:80px;--awb-padding-right-medium:120px;--awb-padding-bottom-medium:80px;--awb-padding-left-medium:120px;--awb-padding-top-small:60px;--awb-padding-right-small:60px;--awb-padding-bottom-small:60px;--awb-padding-left-small:60px;--awb-bg-color-medium:var(--awb-color7);--awb-bg-color-medium-hover:var(--awb-color7);--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-margin-bottom-medium:0;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-title title fusion-title-3 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"--awb-text-color:var(--awb-color1);--awb-margin-bottom:0px;--awb-margin-top-small:10px;--awb-margin-right-small:0px;--awb-margin-bottom-small:10px;--awb-margin-left-small:0px;--awb-font-size:20px;\"><h2 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"margin:0;text-transform:uppercase;font-size:1em;--fontSize:20;--minFontSize:20;line-height:1.2;\">R&amp;D EXCELLENCE<\/h2><\/div><div class=\"fusion-title title fusion-title-4 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"--awb-text-color:var(--awb-color1);--awb-margin-bottom:20px;--awb-margin-top-small:10px;--awb-margin-right-small:0px;--awb-margin-bottom-small:10px;--awb-margin-left-small:0px;--awb-font-size:30px;\"><h2 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"margin:0;text-transform:uppercase;font-size:1em;--fontSize:30;line-height:1.2;\">PRODUCT AND APPLICATION DEVELOPMENT &amp; OPTIMIZATION<\/h2><\/div><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;margin-bottom:40px;width:100%;max-width:85px;\"><div class=\"fusion-separator-border sep-single sep-solid\" style=\"--awb-height:20px;--awb-amount:20px;--awb-sep-color:var(--awb-color1);border-color:var(--awb-color1);border-top-width:2px;\"><\/div><\/div><div class=\"accordian fusion-accordian\" style=\"--awb-padding-top:10px;--awb-padding-bottom:10px;--awb-border-size:1px;--awb-icon-size:18px;--awb-content-font-size:18px;--awb-content-letter-spacing:0.010em;--awb-content-text-transform:var(--awb-typography4-text-transform);--awb-content-line-height:1.7;--awb-icon-alignment:left;--awb-hover-color:rgba(255,143,92,0.05);--awb-border-color:rgba(79,134,216,0.2);--awb-background-color:rgba(79,134,216,0.05);--awb-divider-color:var(--awb-color1);--awb-divider-hover-color:var(--awb-custom_color_12);--awb-icon-color:var(--awb-color1);--awb-title-color:var(--awb-color1);--awb-content-color:var(--awb-color1);--awb-icon-box-color:rgba(79,134,216,0.1);--awb-toggle-hover-accent-color:var(--awb-custom_color_12);--awb-toggle-active-accent-color:var(--awb-custom_color_12);--awb-title-font-family:&quot;Roboto&quot;;--awb-title-font-weight:600;--awb-title-font-style:normal;--awb-title-font-size:20px;--awb-title-line-height:1.2;--awb-title-text-transform:var(--awb-typography1-text-transform);--awb-content-font-family:&quot;Roboto&quot;;--awb-content-font-style:normal;--awb-content-font-weight:400;\"><div class=\"panel-group fusion-toggle-icon-unboxed\" id=\"accordion-20560-2\"><div class=\"fusion-panel panel-default panel-19ed5508963054aa4 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_19ed5508963054aa4\"><a aria-expanded=\"false\" aria-controls=\"19ed5508963054aa4\" role=\"button\" data-toggle=\"collapse\" data-target=\"#19ed5508963054aa4\" href=\"#19ed5508963054aa4\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Product and Application Development<\/span><\/a><\/h3><\/div><div id=\"19ed5508963054aa4\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_19ed5508963054aa4\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"131\" data-end=\"513\">SAGEOS supports manufacturers, consulting engineers, and project owners throughout the entire innovation cycle, from initial concept development to performance validation under real service conditions. Our work aims to improve the performance, durability, and reliability of geosynthetic solutions while reducing technical risks prior to market introduction or field implementation.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"515\" data-end=\"901\">Our teams work on both materials and complete geosynthetic systems, including their interactions with soils, fluids, and exposure environments. Projects carried out include advanced geomembranes and geocomposites, containment and drainage systems, gas and liquid management, as well as solutions adapted to aggressive environments, cold climates, and extended service life requirements.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-89a5df7aceeaf2604 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_89a5df7aceeaf2604\"><a aria-expanded=\"false\" aria-controls=\"89a5df7aceeaf2604\" role=\"button\" data-toggle=\"collapse\" data-target=\"#89a5df7aceeaf2604\" href=\"#89a5df7aceeaf2604\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Test Method Development and Optimization<\/span><\/a><\/h3><\/div><div id=\"89a5df7aceeaf2604\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_89a5df7aceeaf2604\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"139\" data-end=\"388\">When standardized methods do not allow for adequate characterization of a behavior, performance, or degradation mechanism, SAGEOS develops, adapts, and optimizes testing methods in alignment with existing standards and recognized industry practices.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"390\" data-end=\"800\">This work includes the development of test devices, the study of influential parameters, and the adaptation of protocols to accurately represent real service conditions. It notably covers the evaluation of long-term behavior, creep and time-dependent deformation, rapid crack propagation, UV exposure, gas and liquid transmissivity, as well as soil\u2013geosynthetic interactions under realistic loading conditions.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-abbf36e0440bb366e fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_abbf36e0440bb366e\"><a aria-expanded=\"false\" aria-controls=\"abbf36e0440bb366e\" role=\"button\" data-toggle=\"collapse\" data-target=\"#abbf36e0440bb366e\" href=\"#abbf36e0440bb366e\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Applied Research Projects and Collaborative R&amp;D<\/span><\/a><\/h3><\/div><div id=\"abbf36e0440bb366e\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_abbf36e0440bb366e\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"144\" data-end=\"398\">SAGEOS conducts and participates in applied research and experimental development projects aimed at advancing the functional performance, durability, and environmental sustainability of geosynthetics, in close collaboration with its partners and clients.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"400\" data-end=\"556\">These projects are carried out with industrial, institutional, and academic partners, as well as with regulatory bodies when required. They notably address:<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"558\" data-end=\"966\">\n<ul>\n<li>the durability and long-term aging of materials,<\/li>\n<li>interface behavior and soil\u2013geosynthetic interactions,<\/li>\n<li>containment, drainage, and fluid and gas management systems,<\/li>\n<li>the integration of innovative, recycled, bio-based, or biodegradable materials,<\/li>\n<li>environmental applications such as mine tailings management, gas capture, odor control, anaerobic digestion, and erosion control in sensitive environments.<\/li>\n<\/ul>\n<p> <span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">This work also includes the development of calculation tools, numerical models, and design-support software incorporating the actual performance of geosynthetics, in order to support engineering design and informed decision-making by engineers and project owners.<\/span><\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-4d5adad219c64eb75 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_4d5adad219c64eb75\"><a aria-expanded=\"false\" aria-controls=\"4d5adad219c64eb75\" role=\"button\" data-toggle=\"collapse\" data-target=\"#4d5adad219c64eb75\" href=\"#4d5adad219c64eb75\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Advanced Testing and Custom Experimental Protocols<\/span><\/a><\/h3><\/div><div id=\"4d5adad219c64eb75\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_4d5adad219c64eb75\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"152\" data-end=\"375\">Beyond standardized methods, SAGEOS designs and implements advanced testing programs and custom experimental protocols to address specific technical needs, particular service conditions, or emerging regulatory requirements.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"377\" data-end=\"824\">These tests may incorporate realistic or extreme conditions\u2014including complex loading, aggressive chemical environments, and long-term thermal, hydraulic, or mechanical stresses\u2014and are supported by a broad range of specialized equipment. The scientific expertise and applied engineering approach of our teams enable the generation of reliable data that can be directly used for design, validation, and decision-making under real-world conditions.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-panel panel-default panel-d3da014ab0eefa702 fusion-toggle-has-divider\"><div class=\"panel-heading\"><h3 class=\"panel-title toggle\" id=\"toggle_d3da014ab0eefa702\"><a aria-expanded=\"false\" aria-controls=\"d3da014ab0eefa702\" role=\"button\" data-toggle=\"collapse\" data-target=\"#d3da014ab0eefa702\" href=\"#d3da014ab0eefa702\"><span class=\"fusion-toggle-icon-wrapper\" aria-hidden=\"true\"><i class=\"fa-fusion-box active-icon finance-angle-left\" aria-hidden=\"true\"><\/i><i class=\"fa-fusion-box inactive-icon finance-angle-right\" aria-hidden=\"true\"><\/i><\/span><span class=\"fusion-toggle-heading\">Scientific Publications and Knowledge Transfer<\/span><\/a><\/h3><\/div><div id=\"d3da014ab0eefa702\" class=\"panel-collapse collapse \" aria-labelledby=\"toggle_d3da014ab0eefa702\"><div class=\"panel-body toggle-content fusion-clearfix\">\n<p data-start=\"162\" data-end=\"365\">The SAGEOS teams actively contribute to knowledge dissemination through scientific and technical publications, specialized conferences, and standardization activities, both in Canada and internationally.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"367\" data-end=\"777\">Over the years, our researchers and experts have published several hundred scientific papers and technical communications, many of which have been presented at major international conferences. These publications focus in particular on the development and optimization of test methods, performance characterization, analysis of critical parameters, and the improvement of laboratory and field testing practices.<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<p data-start=\"779\" data-end=\"814\">Recent work includes, among others:<span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\"> <\/span><\/p>\n<ul>\n<li data-start=\"816\" data-end=\"1695\">the optimization of nanocomposite membranes for HDPE geomembranes,<\/li>\n<li data-start=\"816\" data-end=\"1695\">the thermal, chemical, and mechanical durability of geomembranes, including behavior at high temperatures and under solar radiation,<\/li>\n<li data-start=\"816\" data-end=\"1695\">the quantification of plasticizers in PVC geomembranes,<\/li>\n<li data-start=\"816\" data-end=\"1695\">the dewatering of mine tailings and oil sands using electroconductive geocomposites,<\/li>\n<li data-start=\"816\" data-end=\"1695\">the filtration performance of geotextiles in complex environments (biological clogging, acid drainage, leachates),<\/li>\n<li data-start=\"816\" data-end=\"1695\">the development of multilayer geocomposites for drainage and gas extraction,<\/li>\n<li data-start=\"816\" data-end=\"1695\">the gas permeability of geomembranes (methane, CO\u2082),<\/li>\n<li data-start=\"816\" data-end=\"1695\">the influence of color and co-extruded layers on membrane behavior,<\/li>\n<li data-start=\"816\" data-end=\"1695\">hydrophobic treatments applied to natural fibers, virgin or recycled,<\/li>\n<li data-start=\"816\" data-end=\"1695\">as well as the development and characterization of new test methods (friction, compression, light transmission, thermal expansion, etc.).<\/li>\n<\/ul>\n<p> <span style=\"letter-spacing: 0.18px; background-color: rgba(0, 0, 0, 0);\">These contributions reflect SAGEOS\u2019s scientific leadership and its commitment to advancing practices within the geosynthetics and advanced textile materials industries. They are widely used and referenced by industrial, institutional, and regulatory partners, and represent a key lever for knowledge transfer toward reliable, durable, and field-ready solutions.<\/span><\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-5 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-margin-top:10px;--awb-margin-bottom:10px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1248px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-9 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-center fusion-content-layout-column\"><div class=\"fusion-text fusion-text-8 fusion-text-no-margin\" style=\"--awb-margin-top:10px;--awb-margin-bottom:0px;\"><p><strong data-start=\"92\" data-end=\"100\">TIP:<\/strong> You can enter a product type (e.g., geotextile, geomembrane, GCL, geogrid) and\/or a property (e.g., tensile, puncture, transmissivity, permeability) to instantly display the applicable tests. To return to the full list, simply clear the entries in the \u201cSearch\u201d field.<\/p>\n<\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-6 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1248px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-10 fusion_builder_column_1_2 1_2 fusion-flex-column fusion-flex-align-self-center\" 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fusion-content-layout-column\">\n<table id=\"tablepress-6\" class=\"tablepress tablepress-id-6\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">DESCRIPTION (EN)<\/th><th class=\"column-2\">METHOD<\/th><th class=\"column-3\">TEST PROPERTY (EN)<\/th><th class=\"column-4\">MARKET USAGE<\/th><th class=\"column-5\">APPLICABLE PRODUCTS<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">Determination of Compression Capacity for Profile Wall Plastic Pipe by Stub Compression Loading<\/td><td class=\"column-2\">AASHTO T341<\/td><td class=\"column-3\">Compression Capacity, Structural Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">Water Resistance: Hydrostatic Pressure - Option 2: Hydrostatic Head Tester<\/td><td class=\"column-2\">AATCC 127<\/td><td class=\"column-3\">Water Resistance, Hydrostatic Pressure<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">Standard Practice for Operating Salt Spray (Fog) Apparatus<\/td><td class=\"column-2\">ASTM B117<\/td><td class=\"column-3\">Corrosion Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">Measuring Compressive Properties of Thermal Insulations<\/td><td class=\"column-2\">ASTM C165<\/td><td class=\"column-3\">Compressive Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOFOAM<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">Standard Test Methods for Breaking Load and Flexural Properties of Block-Type Thermal Insulation<\/td><td class=\"column-2\">ASTM C203<\/td><td class=\"column-3\">Breaking Load<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOFOAM<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">Steady-State Thermal Transmission Properties<\/td><td class=\"column-2\">ASTM C518<\/td><td class=\"column-3\">Thermal Conductivity, Thermal Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">Determining the Izod Pendulum Impact Resistance of Plastics<\/td><td class=\"column-2\">ASTM D256<\/td><td class=\"column-3\">Impact Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">Vulcanized Rubber and Thermoplastic Elastomers-Tension<\/td><td class=\"column-2\">ASTM D412<\/td><td class=\"column-3\">Tensile Properties \u2013 Index<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">Standard Test Methods for Rubber Property-Adhesion to Flexible Substrate **Discontinued for geocomposite use, the industry-accepted standard test method is now ASTM D7005<\/td><td class=\"column-2\">ASTM D413<\/td><td class=\"column-3\">Ply Adhesion, Peel Strength, Bond Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">Water Absorption of Plastics<\/td><td class=\"column-2\">ASTM D570<\/td><td class=\"column-3\">Water Absorption<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">Tensile Properties of Plastics<\/td><td class=\"column-2\">ASTM D638<\/td><td class=\"column-3\">Yield and break tensile strength and elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position<\/td><td class=\"column-2\">ASTM D648<\/td><td class=\"column-3\">Heat Deflection Temperature<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">Coefficient of Linear Thermal Expansion of Plastics<\/td><td class=\"column-2\">ASTM D696<\/td><td class=\"column-3\">Coefficient of Linear Thermal Expansion<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">Brittleness Temperature of Plastics and Elastomers by Impact<\/td><td class=\"column-2\">ASTM D746<\/td><td class=\"column-3\">Brittleness Temperature<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">Test Methods for Coated Fabrics<\/td><td class=\"column-2\">ASTM D751<\/td><td class=\"column-3\">Coated Fabric Properties<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">Standard Flexural Properties of Unreinforced and Reinforced Plastic and Electrical Insulating Materials<\/td><td class=\"column-2\">ASTM D790<\/td><td class=\"column-3\">Flexural Strength, Flexural Modulus<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">Specific Gravity (Relative Density) and Density of Plastics by Displacement<\/td><td class=\"column-2\">ASTM D792<\/td><td class=\"column-3\">Specific Gravity, Density &amp; Relative Density<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">Test Methods for Tensile Properties of Thin Plastic Sheeting (strip tensile)<\/td><td class=\"column-2\">ASTM D882<\/td><td class=\"column-3\">Tensile Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">Initial Tear Resistance of Plastic Film and Sheeting<\/td><td class=\"column-2\">ASTM D1004<\/td><td class=\"column-3\">Tear Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">Volatile Loss from Plastic Using Activated Carbon<\/td><td class=\"column-2\">ASTM D1203<\/td><td class=\"column-3\">Volatile Loss<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-22\">\n\t<td class=\"column-1\">Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated Temperature<\/td><td class=\"column-2\">ASTM D1204<\/td><td class=\"column-3\">Dimensional Stability<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-23\">\n\t<td class=\"column-1\">Flow Rates of Thermoplastics by Extrusion Plastometer<\/td><td class=\"column-2\">ASTM D1238<\/td><td class=\"column-3\">Melt Flow Rate<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-24\">\n\t<td class=\"column-1\">Resistance of Plastic Films to Extraction by Chemicals<\/td><td class=\"column-2\">ASTM D1239<\/td><td class=\"column-3\">Water Extraction<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-25\">\n\t<td class=\"column-1\">Stiffness of Fabrics<\/td><td class=\"column-2\">ASTM D1388<\/td><td class=\"column-3\">Stiffness \/ Flexibility<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-26\">\n\t<td class=\"column-1\">Determining Gas Permeability Characteristics of Plastic Film and Sheeting<\/td><td class=\"column-2\">ASTM D1434<\/td><td class=\"column-3\">Gas Permeability<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-27\">\n\t<td class=\"column-1\">Density of Plastics by the Density-Gradient Technique<\/td><td class=\"column-2\">ASTM D1505<\/td><td class=\"column-3\">Density<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEONET\/DRAINAGE GEOCOMPOSITE TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-28\">\n\t<td class=\"column-1\">Specification for Nonrigid Vinyl Chloride Plastic Sheeting (thickness)<\/td><td class=\"column-2\">ASTM D1593<\/td><td class=\"column-3\">Thickness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-29\">\n\t<td class=\"column-1\">Carbon Black in Olefin Plastics<\/td><td class=\"column-2\">ASTM D1603<\/td><td class=\"column-3\">Percent Carbon Black Content<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-30\">\n\t<td class=\"column-1\">Compressive Properties of Rigid Cellular Plastics<\/td><td class=\"column-2\">ASTM D1621<\/td><td class=\"column-3\">Compressive Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOFOAM GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-31\">\n\t<td class=\"column-1\">Apparent Density of Rigid Cellular Plastics<\/td><td class=\"column-2\">ASTM D1622<\/td><td class=\"column-3\">Dimensions and Density<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOFOAM<\/td>\n<\/tr>\n<tr class=\"row-32\">\n\t<td class=\"column-1\">Environmental Stress-Cracking of Ethylene Plastics<\/td><td class=\"column-2\">ASTM D1693<\/td><td class=\"column-3\">Stress Crack Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-33\">\n\t<td class=\"column-1\">Impact Resistance of Plastic Film by Free-Falling Dart Method<\/td><td class=\"column-2\">ASTM D1709<\/td><td class=\"column-3\">Impact Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-34\">\n\t<td class=\"column-1\">Measuring Thickness of Textile Materials<\/td><td class=\"column-2\">ASTM D1777<\/td><td class=\"column-3\">Thickness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-35\">\n\t<td class=\"column-1\">Brittleness Temperature of Plastic Film by Impact<\/td><td class=\"column-2\">ASTM D1790<\/td><td class=\"column-3\">Low Temperature Brittleness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-36\">\n\t<td class=\"column-1\">Standard Propagation Tear Resistance of Plastic Film and Thin Sheeting by Pendulum Method<\/td><td class=\"column-2\">ASTM D1922<\/td><td class=\"column-3\">Tear Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-37\">\n\t<td class=\"column-1\">Analysis of Components in Poly(Vinyl Chlo.) Compounds Using an Infrared Spectrophotometric Technique<\/td><td class=\"column-2\">ASTM D2124<\/td><td class=\"column-3\">Plasticizer Molecular Weight<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-38\">\n\t<td class=\"column-1\">Coated Fabrics-Low Temperature Bend Test<\/td><td class=\"column-2\">ASTM D2136<\/td><td class=\"column-3\">Low Temperature Brittleness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-39\">\n\t<td class=\"column-1\">Measuring Durometer Hardness<\/td><td class=\"column-2\">ASTM D2240<\/td><td class=\"column-3\">Hardness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-40\">\n\t<td class=\"column-1\">Apparent Hoop Tensile Strength of Plastic or Reinforced Plastic Pipe<\/td><td class=\"column-2\">ASTM D2290<\/td><td class=\"column-3\">Hoop Tensile Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-41\">\n\t<td class=\"column-1\">Standard Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading<\/td><td class=\"column-2\">ASTM D2412<\/td><td class=\"column-3\">Pipe Stiffness, Load Deflection<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-42\">\n\t<td class=\"column-1\">Standard Practice for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling Weight)<\/td><td class=\"column-2\">ASTM D2444<\/td><td class=\"column-3\">Impact Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-43\">\n\t<td class=\"column-1\">Tensile Properties of Polymer Matrix Composite Materials<\/td><td class=\"column-2\">ASTM D3039<\/td><td class=\"column-3\">Tensile Strength, Modulus<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-44\">\n\t<td class=\"column-1\">Standard Specification for Polyethylene Plastic Pipe and Fitting Materials<\/td><td class=\"column-2\">ASTM D3350<\/td><td class=\"column-3\">Material Classification<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-45\">\n\t<td class=\"column-1\">Standard Specification for Polyethylene Plastics Pipe and Fittings Materials - Thermal Stability<\/td><td class=\"column-2\">ASTM D3350 THERMSTAB<\/td><td class=\"column-3\">Thermal Stability<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-46\">\n\t<td class=\"column-1\">Mass Per Unit Area (Weight) of Woven Fabric<\/td><td class=\"column-2\">ASTM D3776<\/td><td class=\"column-3\">Mass per Unit Area<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-47\">\n\t<td class=\"column-1\">Hydraulic Burst Strength of Knitted Goods and Nonwoven Fabrics (Diaphragm Bursting Strength Tester Method)<\/td><td class=\"column-2\">ASTM D3786<\/td><td class=\"column-3\">Bursting Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-48\">\n\t<td class=\"column-1\">Test Methods for Oxidative-Induction Time of Polyolefins by Differential Scanning Calorimetry<\/td><td class=\"column-2\">ASTM D3895<\/td><td class=\"column-3\">Oxidative Induction Time \u2013 Standard (OIT)<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-49\">\n\t<td class=\"column-1\">Plastics: Dynamic Mechanical Properties: Determination and Report of Procedures<\/td><td class=\"column-2\">ASTM D4065<\/td><td class=\"column-3\">Dynamic Modulus, Damping<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-50\">\n\t<td class=\"column-1\">Tensile-Tear Strength of Bituminous Roofing Membranes<\/td><td class=\"column-2\">ASTM D4073<\/td><td class=\"column-3\">Tensile-Tear Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-51\">\n\t<td class=\"column-1\">Test Methods for Carbon Black Content in Polyethylene Compounds by the Muffle-Furnace Technique<\/td><td class=\"column-2\">ASTM D4218<\/td><td class=\"column-3\">Percent Carbon Black Content<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-52\">\n\t<td class=\"column-1\">Impact Resistance of Rigid Poly(Vinyl Chloride) (PVC) Building Products<\/td><td class=\"column-2\">ASTM D4226<\/td><td class=\"column-3\">Impact Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-53\">\n\t<td class=\"column-1\">Deterioration of Geotextiles from Exposure to Ultraviolet Light and Water (Xenon-Arc Type Apparatus)<\/td><td class=\"column-2\">ASTM D4355<\/td><td class=\"column-3\">Degradation in Breaking Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID GEOTEXTILE TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-54\">\n\t<td class=\"column-1\">Standard of Practice for Determining the Integrity of Field Seams Used in Joining Flexible Polymeric Sheet Geomembranes \u2013 Peel and Shear **This standard has been revised and renamed and no longer provides the seam destructive peel and shear testing. The new standard is ASTM D6392<\/td><td class=\"column-2\">ASTM D4437<\/td><td class=\"column-3\">Seam Peel and Shear<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-55\">\n\t<td class=\"column-1\">Test Methods for Water Permeability of Geotextiles by Permittivity<\/td><td class=\"column-2\">ASTM D4491<\/td><td class=\"column-3\">Permittivity, Permeability<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-56\">\n\t<td class=\"column-1\">Index Trapezoidal Tearing Strength of Geotextiles<\/td><td class=\"column-2\">ASTM D4533<\/td><td class=\"column-3\">Trapezoidal Tearing Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE PIPE<\/td>\n<\/tr>\n<tr class=\"row-57\">\n\t<td class=\"column-1\">Tensile Properties of Geotextiles by the Wide-Width Strip Method<\/td><td class=\"column-2\">ASTM D4595<\/td><td class=\"column-3\">Tensile Strength, Elongation, Tensile Modulus<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOGRID GEOTEXTILE PIPE<\/td>\n<\/tr>\n<tr class=\"row-58\">\n\t<td class=\"column-1\">Grab Breaking Load and Elongation of Geotextiles<\/td><td class=\"column-2\">ASTM D4632<\/td><td class=\"column-3\">Grab Strength, Elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE PIPE<\/td>\n<\/tr>\n<tr class=\"row-59\">\n\t<td class=\"column-1\">Practice for Compression Molding Thermoplastic Materials into Test Specimens, Plaques, or Sheets<\/td><td class=\"column-2\">ASTM D4703<\/td><td class=\"column-3\">Compression Molding Behavior<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-60\">\n\t<td class=\"column-1\">Determining the (In-Plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head<\/td><td class=\"column-2\">ASTM D4716<\/td><td class=\"column-3\">Transmissivity, Flow Rate<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-61\">\n\t<td class=\"column-1\">Determining Apparent Opening Size of a Geotextile<\/td><td class=\"column-2\">ASTM D4751<\/td><td class=\"column-3\">Apparent Opening Size (AOS)<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-62\">\n\t<td class=\"column-1\">Index Puncture Resistance of Geotextiles and Geomembranes<\/td><td class=\"column-2\">ASTM D4833<\/td><td class=\"column-3\">Puncture Resistance<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-63\">\n\t<td class=\"column-1\">Seam Strength of Sewn Geotextiles<\/td><td class=\"column-2\">ASTM D4884<\/td><td class=\"column-3\">Seam Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-64\">\n\t<td class=\"column-1\">Determining Performance Tensile Strength of Geomembranes Using Wide Strip Testing<\/td><td class=\"column-2\">ASTM D4885<\/td><td class=\"column-3\">Wide-Width Tensile Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-65\">\n\t<td class=\"column-1\">Abrasion Resistance of Geotextiles (Sand Paper\/Sliding Block Method)\u201d<\/td><td class=\"column-2\">ASTM D4886<\/td><td class=\"column-3\">Abrasion Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-66\">\n\t<td class=\"column-1\">Breaking Strength and Elongation of Textile Fabrics (Grab Method)<\/td><td class=\"column-2\">ASTM D5034<\/td><td class=\"column-3\">Breaking Force, Breaking Elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-67\">\n\t<td class=\"column-1\">Breaking Strength and Elongation of Textile Fabrics (Strip Method)<\/td><td class=\"column-2\">ASTM D5035<\/td><td class=\"column-3\">Tensile Strength, Elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-68\">\n\t<td class=\"column-1\">Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter<\/td><td class=\"column-2\">ASTM D5084<\/td><td class=\"column-3\">Permeability, Flow Rate, Hydraulic conductivity<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-69\">\n\t<td class=\"column-1\">Measuring the Filtration Compatibility of Soil-Geotextile Systems Clogging Potential by the Gradient Ratio<\/td><td class=\"column-2\">ASTM D5101<\/td><td class=\"column-3\">Gradient Ratio<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-70\">\n\t<td class=\"column-1\">Sampling and Testing Modified Bituminous Sheet Material - Low-temperature flexibility<\/td><td class=\"column-2\">ASTM D5147 LT-FLEX<\/td><td class=\"column-3\">Low-Temperature Flexibility<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-71\">\n\t<td class=\"column-1\">Measuring Nominal Thickness of Geotextiles and Geomembranes<\/td><td class=\"column-2\">ASTM D5199<\/td><td class=\"column-3\">Nominal Thickness<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GCL GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-72\">\n\t<td class=\"column-1\">Measuring Mass per Unit Area of Geotextiles<\/td><td class=\"column-2\">ASTM D5261<\/td><td class=\"column-3\">Mass per Unit Area<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-73\">\n\t<td class=\"column-1\">Determining the Coefficient of Soil and Geosynthetic Friction by Direct Shear Method<\/td><td class=\"column-2\">ASTM D5321<\/td><td class=\"column-3\">Interface Shear, Cohesion, Friction Angle<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-74\">\n\t<td class=\"column-1\">Standard Practice for Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids<\/td><td class=\"column-2\">ASTM D5322<\/td><td class=\"column-3\">Chemical Resistance \u2013 Lab Immersion<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-75\">\n\t<td class=\"column-1\">Test Method to Determine 2% Secant Modulus for Polyethylene Geomembranes<\/td><td class=\"column-2\">ASTM D5323<\/td><td class=\"column-3\">2% Secant modulus<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-76\">\n\t<td class=\"column-1\">Evaluation of Stress Crack Resistance of Polyolefin Geomembranes using Notched Constant Tension Load Test<\/td><td class=\"column-2\">ASTM D5397<\/td><td class=\"column-3\">Stress Crack Resistance \u2013Transition<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-77\">\n\t<td class=\"column-1\">Permittivity of Geotextiles Under Load<\/td><td class=\"column-2\">ASTM D5493<\/td><td class=\"column-3\">Permittivity Under Load<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-78\">\n\t<td class=\"column-1\">Large Scale Hydrostatic Puncture Testing of Geosynthetics<\/td><td class=\"column-2\">ASTM D5514<\/td><td class=\"column-3\">Hydrostatic Puncture Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-79\">\n\t<td class=\"column-1\">Test Methods for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics<\/td><td class=\"column-2\">ASTM D5596<\/td><td class=\"column-3\">Carbon Black Dispersion<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-80\">\n\t<td class=\"column-1\">Test Methods for Multi-Axial Tension Test for Geosynthetics<\/td><td class=\"column-2\">ASTM D5617<\/td><td class=\"column-3\">Tensile Properties \u2013 Multi-Axial<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-81\">\n\t<td class=\"column-1\">Standard Ash Content in Plastics<\/td><td class=\"column-2\">ASTM D5630<\/td><td class=\"column-3\">Ash Content<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-82\">\n\t<td class=\"column-1\">Air Oven Aging of Polyolefin Geomembranes<\/td><td class=\"column-2\">ASTM D5721<\/td><td class=\"column-3\">Oven Aging at 85 \u00b0C<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-83\">\n\t<td class=\"column-1\">Standard Practice for Tests to Evaluate the Chemical Resistance of Geosynthetics to Liquids<\/td><td class=\"column-2\">ASTM D5747<\/td><td class=\"column-3\">Chemical Resistance \u2013 Geomembranes<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-84\">\n\t<td class=\"column-1\">the Tearing Strength of Internally Reinforced Geomembranes<\/td><td class=\"column-2\">ASTM D5884<\/td><td class=\"column-3\">Tear Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-85\">\n\t<td class=\"column-1\">Standard Oxidative Induction Time of Polyolefin Geosynthetics by High-Pressure Differential Scanning Calorimetry<\/td><td class=\"column-2\">ASTM D5885<\/td><td class=\"column-3\">Oxidative Induction Time \u2013 High Pressure (HPOIT)<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-86\">\n\t<td class=\"column-1\">Standard Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter<\/td><td class=\"column-2\">ASTM D5887<\/td><td class=\"column-3\">Index Flux<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-87\">\n\t<td class=\"column-1\">Standard Swell Index of Clay Mineral Component of Geosynthetic Clay Liners<\/td><td class=\"column-2\">ASTM D5890<\/td><td class=\"column-3\">Swell Index<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-88\">\n\t<td class=\"column-1\">Standard Fluid Loss of Clay Component of Geosynthetic Clay Liners<\/td><td class=\"column-2\">ASTM D5891<\/td><td class=\"column-3\">Fluid Loss<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-89\">\n\t<td class=\"column-1\">Measuring the Mass Per Unit Area of GCL<\/td><td class=\"column-2\">ASTM D5993<\/td><td class=\"column-3\">Moisture Content \u2013 Bentonite<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-90\">\n\t<td class=\"column-1\">Measuring the Core Thickness of Textured Geomembranes<\/td><td class=\"column-2\">ASTM D5994<\/td><td class=\"column-3\">Thickness<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-91\">\n\t<td class=\"column-1\">Test Method to Determine Asphalt Retention of Paving Fabrics Used in Asphalt Paving for Full Width Applications<\/td><td class=\"column-2\">ASTM D6140<\/td><td class=\"column-3\">Geotextile Asphalt Retention<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-92\">\n\t<td class=\"column-1\">the Static Puncture Strength of Geotextiles and Geotextile Related Products Using a 50-mm Probe<\/td><td class=\"column-2\">ASTM D6241<\/td><td class=\"column-3\">Puncture Resistance<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-93\">\n\t<td class=\"column-1\">Determine the Internal and Interface Shear Resistance of Geosynthetic Clay Liners by the Direct Shear Method<\/td><td class=\"column-2\">ASTM D6243<\/td><td class=\"column-3\">Internal Shear, Interface Shear, Cohesion, Friction Angle<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-94\">\n\t<td class=\"column-1\">Determine the Short-Term Compression Behavior of Geosynthetics<\/td><td class=\"column-2\">ASTM D6364<\/td><td class=\"column-3\">Compressive Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-95\">\n\t<td class=\"column-1\">Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo-Fusion Method<\/td><td class=\"column-2\">ASTM D6392<\/td><td class=\"column-3\">Seam Peel and Shear; Seam Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-96\">\n\t<td class=\"column-1\">Determining the Short Term Compression Behavior of Turf Reinforcement Mats (TRMs)<\/td><td class=\"column-2\">ASTM D6454<\/td><td class=\"column-3\">Compressive Behavior<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-97\">\n\t<td class=\"column-1\">Measuring Mass Per Unit Area of Erosion Control Blanket<\/td><td class=\"column-2\">ASTM D6475<\/td><td class=\"column-3\">Mass Per Unit Area<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-98\">\n\t<td class=\"column-1\">Determining the Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners<\/td><td class=\"column-2\">ASTM D6496<\/td><td class=\"column-3\">Bonding Peel Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-99\">\n\t<td class=\"column-1\">Measuring the Resiliency of Turf Reinforcement Mats (TRMs)<\/td><td class=\"column-2\">ASTM D6524<\/td><td class=\"column-3\">Resiliency, Compression Recovery<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-100\">\n\t<td class=\"column-1\">Measuring Nominal Thickness of Permanent Erosion Control Products<\/td><td class=\"column-2\">ASTM D6525<\/td><td class=\"column-3\">Nominal Thickness<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-101\">\n\t<td class=\"column-1\">Measuring Mass per Unit Area of Turf Reinforcement Mats (TRMs)<\/td><td class=\"column-2\">ASTM D6566<\/td><td class=\"column-3\">Mass Per Unit Area<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-102\">\n\t<td class=\"column-1\">Measuring Light Penetration of Turf Reinforcement Mat (TRM)<\/td><td class=\"column-2\">ASTM D6567<\/td><td class=\"column-3\">Light Penetration<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-103\">\n\t<td class=\"column-1\">Determining In-Plane Hydraulic Transmissivity of Geosynthetic by Radial Flow<\/td><td class=\"column-2\">ASTM D6574<\/td><td class=\"column-3\">Hydraulic Transmissivity \u2013 Radial<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-104\">\n\t<td class=\"column-1\">Determining Stiffness of Geosynthetics used as Turf Reinforcement Mats (TRMs)<\/td><td class=\"column-2\">ASTM D6575<\/td><td class=\"column-3\">Flexural Stiffness<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-105\">\n\t<td class=\"column-1\">Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method<\/td><td class=\"column-2\">ASTM D6637<\/td><td class=\"column-3\">Rib Tensile Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\"> GEOGRIS PIPE<\/td>\n<\/tr>\n<tr class=\"row-106\">\n\t<td class=\"column-1\">Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes<\/td><td class=\"column-2\">ASTM D6693<\/td><td class=\"column-3\">Yield and break tensile strength and elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-107\">\n\t<td class=\"column-1\">Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with Potentially Incompatible Aqueous Solutions<\/td><td class=\"column-2\">ASTM D6766<\/td><td class=\"column-3\">Index Flux, Hydraulic Conductivity<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-108\">\n\t<td class=\"column-1\">Tensile Strength of Geosynthetic Clay Liners<\/td><td class=\"column-2\">ASTM D6768<\/td><td class=\"column-3\">Tensile Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-109\">\n\t<td class=\"column-1\">Ultimate Tensile Properties of Turf Reinforcement Mats<\/td><td class=\"column-2\">ASTM D6818<\/td><td class=\"column-3\">Tensile Strength, Elongation<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">TURF REINFORCEMENT MAT<\/td>\n<\/tr>\n<tr class=\"row-110\">\n\t<td class=\"column-1\">Time-Temperature Superposition Using Stepped Isothermal Method<\/td><td class=\"column-2\">ASTM D6992<\/td><td class=\"column-3\">Accelerated Tensile Creep \u2013 Stepped Isothermal Method (SIM)<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRIS PIPE<\/td>\n<\/tr>\n<tr class=\"row-111\">\n\t<td class=\"column-1\">Strip Tensile Properties of Reinforced Geomembranes<\/td><td class=\"column-2\">ASTM D7003<\/td><td class=\"column-3\">Peak and Break Tensile Strength and Tensile Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-112\">\n\t<td class=\"column-1\">Grab Tensile Properties of Reinforced Geomembranes<\/td><td class=\"column-2\">ASTM D7004<\/td><td class=\"column-3\">Peak Grab Strength and Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-113\">\n\t<td class=\"column-1\">Determining the Bond Strength (Ply Adhesion) of Geocomposites<\/td><td class=\"column-2\">ASTM D7005<\/td><td class=\"column-3\">Ply Adhesion, Peel Strength, Bond Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-114\">\n\t<td class=\"column-1\">Standard Determining the Tensile Shear Strength of Pre-Fabricated Bituminous Geomembrane Seams<\/td><td class=\"column-2\">ASTM D7056<\/td><td class=\"column-3\">Shear Strength \u2013 Pre-fabricated Bituminous Geomembrane<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-115\">\n\t<td class=\"column-1\">Determining Geonet Breaking Force<\/td><td class=\"column-2\">ASTM D7179<\/td><td class=\"column-3\">Breaking Force<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-116\">\n\t<td class=\"column-1\">Standard Effect of Exposure of Unreinforced Polyolefin Geomembrane Using Fluorescent UV Condensation Apparatus<\/td><td class=\"column-2\">ASTM D7238<\/td><td class=\"column-3\">UV Resistance \u2013 Fluorescent<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-117\">\n\t<td class=\"column-1\">Determining the Integrity of Seams Used in Joining Geomembranes by Pre-manufactured Taped Methods<\/td><td class=\"column-2\">ASTM D7272<\/td><td class=\"column-3\">Peel and Shear Strength \u2013 Taped Seams (EPDM geomembranes)<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-118\">\n\t<td class=\"column-1\">Tensile Properties of Bituminous Geomembranes (BGM)<\/td><td class=\"column-2\">ASTM D7275<\/td><td class=\"column-3\">Tensile Strength, Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-119\">\n\t<td class=\"column-1\">Standard Accelerated Compressive Creep of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method<\/td><td class=\"column-2\">ASTM D7361<\/td><td class=\"column-3\">Accelerated Compressive Creep \u2013 Stepped Isothermal Method (SIM)<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-120\">\n\t<td class=\"column-1\">Non-Reinforced PVC (Polyvinyl Chloride) Geomembrane Seams<\/td><td class=\"column-2\">ASTM D7408<\/td><td class=\"column-3\">Seam Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-121\">\n\t<td class=\"column-1\">Carboxyl End Group Content of Polyethylene Terephthalate (PET) Yarns<\/td><td class=\"column-2\">ASTM D7409<\/td><td class=\"column-3\">Carboxyl End Group (CEG)<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-122\">\n\t<td class=\"column-1\">Measuring the Asperity Height of Textured Geomembrane<\/td><td class=\"column-2\">ASTM D7466<\/td><td class=\"column-3\">Asperity Height<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-123\">\n\t<td class=\"column-1\">Standard Individual Geogrid Junction Strength<\/td><td class=\"column-2\">ASTM D7737<\/td><td class=\"column-3\">Junction Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-124\">\n\t<td class=\"column-1\">Standard Determining Integrity of Seams Produced Using Thermo-Fusion Methods for Reinforced Geomembranes by the Strip Tensile Method<\/td><td class=\"column-2\">ASTM D7747<\/td><td class=\"column-3\">Seam Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-125\">\n\t<td class=\"column-1\">Flexural Rigidity of Geogrids, Geotextiles and Related Products<\/td><td class=\"column-2\">ASTM D7748<\/td><td class=\"column-3\">Bending Length, Flexural Rigidity<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-126\">\n\t<td class=\"column-1\">Standard Determining Integrity of Seams Produced Using Thermo-Fusion Methods for Reinforced Geomembranes by the Grab Method<\/td><td class=\"column-2\">ASTM D7749<\/td><td class=\"column-3\">Seam Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-127\">\n\t<td class=\"column-1\">Oxidative Induction Time by Differential Scanning Calorimetry<\/td><td class=\"column-2\">ASTM D8117<\/td><td class=\"column-3\">Oxidative Stability<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-128\">\n\t<td class=\"column-1\">Water Vapor Transmission of Materials<\/td><td class=\"column-2\">ASTM E96<\/td><td class=\"column-3\">Water Vapor Transmission<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-129\">\n\t<td class=\"column-1\">Melting and Crystallization Temperatures by Thermal Analysis<\/td><td class=\"column-2\">ASTM E794<\/td><td class=\"column-3\">Melting Temperature, Crystallization Temperature<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE  GEOFOAM GEOGRID GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-130\">\n\t<td class=\"column-1\">Linear Thermal Expansion of Materials by Thermomechanical Analysis<\/td><td class=\"column-2\">ASTM E831<\/td><td class=\"column-3\">Thermal Expansion Coefficient<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-131\">\n\t<td class=\"column-1\">Solar Absorptance, Reflectance, and Transmittance of Materials Using Integrating Spheres<\/td><td class=\"column-2\">ASTM E903<\/td><td class=\"column-3\">Solar Absorptance, Reflectance, Transmittance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-132\">\n\t<td class=\"column-1\">Compositional Analysis by Thermogravimetry<\/td><td class=\"column-2\">ASTM E1131<\/td><td class=\"column-3\">Composition, Mass Loss<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-133\">\n\t<td class=\"column-1\">Electrofusion Type Polyethylene Fittings for Outside Diameter Controlled Polyethylene and Crosslinked Polyethylene (PEX) Pipe and Tubing - Peel Test<\/td><td class=\"column-2\">ASTM F1055 PEEL<\/td><td class=\"column-3\">Peel Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-134\">\n\t<td class=\"column-1\">Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor<\/td><td class=\"column-2\">ASTM F1249<\/td><td class=\"column-3\">Water Vapor Transmission Rate<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-135\">\n\t<td class=\"column-1\">Standard Notched, Constant Ligament-Stress (NCLS) Test to Determine Slow-Crack-Growth Resistance of HDPE Resins or HDPE Corrugated Pipe<\/td><td class=\"column-2\">ASTM F2136<\/td><td class=\"column-3\">Slow Crack Growth Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-136\">\n\t<td class=\"column-1\">Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials<\/td><td class=\"column-2\">ASTM G154<\/td><td class=\"column-3\">UV Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-137\">\n\t<td class=\"column-1\">Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials<\/td><td class=\"column-2\">ASTM G155<\/td><td class=\"column-3\">Weathering Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-138\">\n\t<td class=\"column-1\">Evaluating Microbial Susceptibility of Nonmetallic Materials by Laboratory Soil Burial<\/td><td class=\"column-2\">ASTM G160<\/td><td class=\"column-3\">Soil Burial \/ Biological Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-139\">\n\t<td class=\"column-1\">Construction of woven fabrics - Determination of number of threads per unit length<\/td><td class=\"column-2\">CAN 4.2 n\u00b0 6<\/td><td class=\"column-3\">Woven Construction<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-140\">\n\t<td class=\"column-1\">Bursting Strength - Diaphragm Pressure Test<\/td><td class=\"column-2\">CAN 4.2 n\u00b0 11.1<\/td><td class=\"column-3\">Bursting Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-141\">\n\t<td class=\"column-1\">Tearing Strength - Trapezoid Method<\/td><td class=\"column-2\">CAN 4.2 n\u00b0 12.2<\/td><td class=\"column-3\">Trapezoidal Tearing Strength<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-142\">\n\t<td class=\"column-1\">Determination of Resistance to Water Penetration - Hydrostatic Pressure Test<\/td><td class=\"column-2\">CAN 4.2 n\u00b0 26.3<\/td><td class=\"column-3\">Hydrostatic Pressure Resistance<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-143\">\n\t<td class=\"column-1\">Mass per Unit Area<\/td><td class=\"column-2\">CAN 148.1 n\u00b0 2<\/td><td class=\"column-3\">Mass per Unit Area<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-144\">\n\t<td class=\"column-1\">Thickness of Geotextiles<\/td><td class=\"column-2\">CAN 148.1 n\u00b0 3<\/td><td class=\"column-3\">Thickness<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-145\">\n\t<td class=\"column-1\">Normal Water Permeability Under No Compressive Load<\/td><td class=\"column-2\">CAN 148.1 n\u00b0 4<\/td><td class=\"column-3\">Permeability<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-146\">\n\t<td class=\"column-1\">Grab Tensile Test for Geotextiles<\/td><td class=\"column-2\">CAN 148.1 n\u00b0 7.3<\/td><td class=\"column-3\">Tensile Properties \u2013 Grab<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-147\">\n\t<td class=\"column-1\">Geotextiles - Filtration Opening Size<\/td><td class=\"column-2\">CAN 148.1 n\u00b0 10<\/td><td class=\"column-3\">Filtration Opening Size FOS<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-148\">\n\t<td class=\"column-1\">Definitions, general requirements, and methods of testing for thermoplastic pressure piping - Apparent tensile properties (ring tensile test)<\/td><td class=\"column-2\">CSA B137.0 TENSILE<\/td><td class=\"column-3\">Apparent Tensile Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-149\">\n\t<td class=\"column-1\">determining the resistance of polymeric geosynthetic barriers to environmental stress cracking<\/td><td class=\"column-2\">EN 14576<\/td><td class=\"column-3\">Stress Crack Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-150\">\n\t<td class=\"column-1\">Geosynthetics - the determination of the strain hardening modulus of PE-HD geosynthetic barriers<\/td><td class=\"column-2\">EN 17096 <\/td><td class=\"column-3\">Strain Hardening Modulus<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-151\">\n\t<td class=\"column-1\">Puncture Resistance and Elongation Test (1\/8 in. radius probe)<\/td><td class=\"column-2\">FTM STD. No. 101c (method 2065-82)<\/td><td class=\"column-3\">Puncture Resistance, Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-152\">\n\t<td class=\"column-1\">Determination of Adhesion and Bond Strength of Geocomposites **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D7005<\/td><td class=\"column-2\">GRI GC 7<\/td><td class=\"column-3\">Ply Adhesion, Peel Strength, Bond Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-153\">\n\t<td class=\"column-1\">Swell Measurement of the Clay Component of GCLs **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D5890<\/td><td class=\"column-2\">GRI GCL 1<\/td><td class=\"column-3\">Swell Index<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-154\">\n\t<td class=\"column-1\">Permeability of Geosynthetic Clay Liners (GCLs) **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D5887<\/td><td class=\"column-2\">GRI GCL 2<\/td><td class=\"column-3\">Permeability<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GCL<\/td>\n<\/tr>\n<tr class=\"row-155\">\n\t<td class=\"column-1\">Geogrid Rib Tensile Strength **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D6637<\/td><td class=\"column-2\">GRI GG 1<\/td><td class=\"column-3\">Rib Tensile Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-156\">\n\t<td class=\"column-1\">Geogrid Junction Strength<\/td><td class=\"column-2\">GRI GG 2<\/td><td class=\"column-3\">Junction Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOGRID<\/td>\n<\/tr>\n<tr class=\"row-157\">\n\t<td class=\"column-1\">Accelerated Weathering of Geomembranes Using a Fluorescent UVA Device<\/td><td class=\"column-2\">GRI GM 11<\/td><td class=\"column-3\">Percent Retained OIT, Breaking Strength, Breaking Elongation and Melt Index<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-158\">\n\t<td class=\"column-1\">Asperity Measurement of Textured Geomembranes Using a Depth Gage **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D7466<\/td><td class=\"column-2\">GRI GM 12<\/td><td class=\"column-3\">Asperity Height<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-159\">\n\t<td class=\"column-1\">Preparation of Film for Accelerated Oxidation Resistance Testing of Polyolefin Geomembranes<\/td><td class=\"column-2\">GRI GM40<\/td><td class=\"column-3\">Oxidation Resistance Preparation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-160\">\n\t<td class=\"column-1\">Test Methods, Test Properties and Testing Frequency for High Density Polyethylene (HDPE) Geomembrane used in Extreme Conditions - Chlorine Aging<\/td><td class=\"column-2\">GRI GM42 ASTM D5322<\/td><td class=\"column-3\">Chemical Resistance, Aging<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-161\">\n\t<td class=\"column-1\">Test Methods, Test Properties and Testing Frequency for High Density Polyethylene (HDPE) Geomembrane used in Extreme Conditions - Air Oven Aging<\/td><td class=\"column-2\">GRI GM42 ASTM D5721<\/td><td class=\"column-3\">Thermal Aging Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-162\">\n\t<td class=\"column-1\">Test Methods, Test Properties and Testing Frequency for High Density Polyethylene (HDPE) Geomembrane used in Extreme Conditions - UV Aging<\/td><td class=\"column-2\">GRI GM42 ASTM D7238<\/td><td class=\"column-3\">UV Aging Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-163\">\n\t<td class=\"column-1\">\"CBR Puncture Strength\" **GRI has discontinued this method, the industry-accepted standard test method is now ASTM D6241<\/td><td class=\"column-2\">GRI GS 1<\/td><td class=\"column-3\">CBR Puncture Strength<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-164\">\n\t<td class=\"column-1\">Plastics \u2013 Determination of Tensile Properties \u2013 Part 1 and Part 3<\/td><td class=\"column-2\">ISO 527<\/td><td class=\"column-3\">Tensile Strength, Modulus, Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-165\">\n\t<td class=\"column-1\">Plastics \u2014 Determination of tensile properties \u2014 Part 3: Test conditions for films and sheets<\/td><td class=\"column-2\">ISO 527-3<\/td><td class=\"column-3\">Tensile Strength, Elongation<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-166\">\n\t<td class=\"column-1\">Wettability using Hydrostatic Pressure Test<\/td><td class=\"column-2\">ISO 00811<\/td><td class=\"column-3\">Wettability<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-167\">\n\t<td class=\"column-1\">Determination of resistance to water penetration - Hydrostatic pressure test<\/td><td class=\"column-2\">ISO 811<\/td><td class=\"column-3\">Hydrostatic Pressure Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-168\">\n\t<td class=\"column-1\">Plastics - Determination of the melt mass-flow rate and the melt volume-flow rate of thermoplastics<\/td><td class=\"column-2\">ISO 1133-1<\/td><td class=\"column-3\">Melt Flow Rate<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEONET\/DRAINAGE GEOCOMPOSITE PIPE<\/td>\n<\/tr>\n<tr class=\"row-169\">\n\t<td class=\"column-1\">Density<\/td><td class=\"column-2\">ISO 01183-1<\/td><td class=\"column-3\">Density<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-170\">\n\t<td class=\"column-1\">Plastics - Determining the density of non-cellular plastics - Part 2: Density gradient column method<\/td><td class=\"column-2\">ISO 1183-2<\/td><td class=\"column-3\">Density<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-171\">\n\t<td class=\"column-1\">Plastics \u2013 Methods of exposure to laboratory light sources \u2013 Part 2: Xenon-arc lamps \u2013 Amendment 1: Classification of daylight filters\u201d<\/td><td class=\"column-2\">ISO 4892-2<\/td><td class=\"column-3\">UV Resistance \u2013 Xenon Arc<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-172\">\n\t<td class=\"column-1\">Plastics \u2013 Methods of exposure to laboratory light sources \u2013 Part 3: Fluorescent UV lamps\u201d<\/td><td class=\"column-2\">ISO 4892-3<\/td><td class=\"column-3\">UV Resistance \u2013 Fluorescent<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-173\">\n\t<td class=\"column-1\">Determination of the thickness at prescribed pressure<\/td><td class=\"column-2\">ISO 9863-1<\/td><td class=\"column-3\">Thickness<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-174\">\n\t<td class=\"column-1\">Determination of Mass Per Unit Area<\/td><td class=\"column-2\">ISO 9864<\/td><td class=\"column-3\">Mass Per Unit Area<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-175\">\n\t<td class=\"column-1\">Wide Width Tensile Test of Geotextiles and Geogrids<\/td><td class=\"column-2\">ISO 10319<\/td><td class=\"column-3\">Tensile Properties \u2013 Multi Rib (Wide-Width)<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOGRID GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-176\">\n\t<td class=\"column-1\">Determination of Water Permeability Characteristics Normal to the Plane, Without Load<\/td><td class=\"column-2\">ISO 11058<\/td><td class=\"column-3\">Permeability<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-177\">\n\t<td class=\"column-1\">Plastics - Determination of oxidation induction time (isothermal OIT)<\/td><td class=\"column-2\">ISO 11357-6<\/td><td class=\"column-3\">Oxidative Induction Time<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE PIPE<\/td>\n<\/tr>\n<tr class=\"row-178\">\n\t<td class=\"column-1\">Determination of Resistance to Weathering of Geotextiles<\/td><td class=\"column-2\">ISO 12224<\/td><td class=\"column-3\">UV Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-179\">\n\t<td class=\"column-1\">Determination of Static CBR Puncture Test<\/td><td class=\"column-2\">ISO 12236<\/td><td class=\"column-3\">Puncture Resistance \u2013 50 mm probe (CBR)<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-180\">\n\t<td class=\"column-1\">Determination of Characteristic Opening Size<\/td><td class=\"column-2\">ISO 12956<\/td><td class=\"column-3\">Characteristic Opening Size<\/td><td class=\"column-4\">\u2b50 HIGH<\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-181\">\n\t<td class=\"column-1\">Determination of Water Flow Capacity in their Plane<\/td><td class=\"column-2\">ISO 12958<\/td><td class=\"column-3\">Hydraulic Transmissivity \u2013 Planar<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-182\">\n\t<td class=\"column-1\">Geotextiles and Geotextile-Related Products - Strength of Internal Structural Junctions - Part 1: Geocells<\/td><td class=\"column-2\">ISO 13426-1<\/td><td class=\"column-3\">Hydrostatic Pressure Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-183\">\n\t<td class=\"column-1\">Geotextiles and Geotextiles-Related Products \u2013 Dynamic Perforation Test (Cone Drop Test)<\/td><td class=\"column-2\">ISO 13433<\/td><td class=\"column-3\">Dynamic Perforation Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-184\">\n\t<td class=\"column-1\">Geotextiles and Geotextiles-Related Products \u2013 Screening Determining the Resistance to Oxidation<\/td><td class=\"column-2\">ISO 13438<\/td><td class=\"column-3\">Oxydation Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-185\">\n\t<td class=\"column-1\">Determination of maximum force and elongation at maximum force using the strip method \u2013 After laundering<\/td><td class=\"column-2\">ISO 13934-1<\/td><td class=\"column-3\">Tensile Properties \u2013 Strip<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-186\">\n\t<td class=\"column-1\">Tensile properties of fabrics \u2013 Part 2: Determination of maximum force using the grab method<\/td><td class=\"column-2\">ISO 13934-2<\/td><td class=\"column-3\">Tensile Properties \u2013 Grab<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-187\">\n\t<td class=\"column-1\">Determination of the tensile strength and failure mode of test pieces from butt-fused joint<\/td><td class=\"column-2\">ISO 13953<\/td><td class=\"column-3\">Joint Tensile Strength, Failure Mode<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-188\">\n\t<td class=\"column-1\">Geosynthetics \u2013 Screening Determining Chemical Resistance for Landfill Applications<\/td><td class=\"column-2\">ISO 14414<\/td><td class=\"column-3\">Chemical Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE GEOTEXTILE GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-189\">\n\t<td class=\"column-1\">Degree of pigment or carbon black dispersion in polyolefin pipes, fittings and compounds<\/td><td class=\"column-2\">ISO 18553<\/td><td class=\"column-3\">Carbon Black &amp; Pigment Dispersion<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">PIPE<\/td>\n<\/tr>\n<tr class=\"row-190\">\n\t<td class=\"column-1\">Determination of compression behaviour-Part 2: Determination of short-term compression behaviour<\/td><td class=\"column-2\">ISO 25619-2<\/td><td class=\"column-3\">Short-Term Compression Behaviour<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEONET\/DRAINAGE GEOCOMPOSITE<\/td>\n<\/tr>\n<tr class=\"row-191\">\n\t<td class=\"column-1\">Geotextiles and geot.-related products-Screening determining resistance to oxidation<\/td><td class=\"column-2\">ISO\/TR 13438<\/td><td class=\"column-3\">Oxidation Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-192\">\n\t<td class=\"column-1\">Flexible sheets for waterproofing - Determination of mass per unit area<\/td><td class=\"column-2\">NF EN 1849-2<\/td><td class=\"column-3\">Thickness and Mass per Unit Area<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-193\">\n\t<td class=\"column-1\">Flexible sheets for waterproofing - Determination of tensile properties - Part 2: Plastic and rubber sheets for roof waterproofing<\/td><td class=\"column-2\">NF EN 12311-2<\/td><td class=\"column-3\">Tensile Properties<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-194\">\n\t<td class=\"column-1\">Determination of resistance to stamping<\/td><td class=\"column-2\">NF G 38-019<\/td><td class=\"column-3\">Stamping Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-195\">\n\t<td class=\"column-1\">Static puncture resistance of geomembranes and geomembrane lining systems<\/td><td class=\"column-2\">NF P 84-507<\/td><td class=\"column-3\">Puncture Resistance<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<tr class=\"row-196\">\n\t<td class=\"column-1\">Water Holding Capacity<\/td><td class=\"column-2\">SAGEOS GX 010<\/td><td class=\"column-3\">Water Holding Capacity<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-197\">\n\t<td class=\"column-1\">Capillary Rise on an Inclined Plane<\/td><td class=\"column-2\">SAGEOS GX 012<\/td><td class=\"column-3\">Capillary Rise<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-198\">\n\t<td class=\"column-1\">Water Front Speed in Capillary Mats<\/td><td class=\"column-2\">SAGEOS GX 013<\/td><td class=\"column-3\">Water Front Speed<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOTEXTILE<\/td>\n<\/tr>\n<tr class=\"row-199\">\n\t<td class=\"column-1\">Split Drum \/ Incline Plane Static Friction<\/td><td class=\"column-2\">SAGEOS SIP031-1<\/td><td class=\"column-3\">Static Friction Coefficient<\/td><td class=\"column-4\"><\/td><td class=\"column-5\">GEOMEMBRANE<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-6 from cache --><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-8 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start 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