{"id":4818,"date":"2026-07-11T09:14:52","date_gmt":"2026-07-11T01:14:52","guid":{"rendered":"https:\/\/www.nlscientific.com\/bitumen-softening-point-test-ring-ball-astm-d36-en-1427\/"},"modified":"2026-07-11T09:20:03","modified_gmt":"2026-07-11T01:20:03","slug":"bitumen-softening-point-test-ring-ball-astm-d36-en-1427","status":"publish","type":"post","link":"https:\/\/www.nlscientific.com\/en_ph\/bitumen-softening-point-test-ring-ball-astm-d36-en-1427\/","title":{"rendered":"Bitumen Softening Point Test \u2014 Ring &#038; Ball (ASTM D36 \/ EN 1427): Method &#038; Apparatus"},"content":{"rendered":"<p><!-- nleeat --><\/p>\n<div class=\"nl-guide-meta\" style=\"border-left:4px solid #10243e;background:#f4f7fb;padding:12px 16px;margin:0 0 20px;font-size:14px;color:#3d4c60\">Written by the <strong>NL Scientific Engineering Team<\/strong> &middot; Reviewed by our <a href=\"https:\/\/www.nlscientific.com\/en_ph\/certifications\/\">ISO\/IEC 17025 (SAMM 835) accredited<\/a> calibration laboratory &middot; Last updated <strong>11 July 2026<\/strong><\/div>\n<p>The <strong>ring and ball softening point test<\/strong> measures the temperature at which bitumen reaches a defined consistency \u2014 the upper service temperature indicator that pairs with penetration to characterise paving grades.<\/p>\n<h2>What the Test Measures<\/h2>\n<p>Two bitumen-filled brass rings, each loaded with a 3.5 g steel ball, are heated in a liquid bath at 5 &deg;C\/min. The softening point is the mean temperature at which each sagging bitumen disc touches the base plate 25 mm below.<\/p>\n<h2>Apparatus Required<\/h2>\n<ul>\n<li>Ring and ball apparatus: brass shouldered rings, ball-centering guides, 3.5 g steel balls, support frame with 25 mm drop<\/li>\n<li>600 ml bath beaker with stirrer; heater with 5 &plusmn; 0.5 &deg;C\/min control (automatic units preferred)<\/li>\n<li>Calibrated thermometer or PT100 probe<\/li>\n<li>Bath media: freshly boiled distilled water (softening points 30&ndash;80 &deg;C) or glycerol (80&ndash;150 &deg;C)<\/li>\n<\/ul>\n<h2>Test Procedure<\/h2>\n<ol>\n<li>Heat the sample (max 110 &deg;C above expected softening point), pour into preheated rings, cool 30 min and trim flush.<\/li>\n<li>Assemble rings, guides and balls in the bath at 5 &plusmn; 1 &deg;C (water) and hold 15 min.<\/li>\n<li>Heat at 5 &deg;C\/min with stirring; record the temperature as each ball-and-bitumen envelope touches the base plate.<\/li>\n<li>If the two results differ by more than 1 &deg;C (water bath), repeat the test.<\/li>\n<\/ol>\n<h2>Calculation &amp; Reporting<\/h2>\n<p>Report the mean of the two temperatures to the nearest 0.2 &deg;C (EN) or 0.5 &deg;C with bath medium stated. Glycerol results read slightly higher and must not be compared directly with water-bath values.<\/p>\n<h2>Acceptance Criteria<\/h2>\n<p>Typical paving bitumen: 60\/70 pen grade softens at 49&ndash;56 &deg;C; 80\/100 at 45&ndash;52 &deg;C; polymer-modified binders 60&ndash;80 &deg;C. A softening point below spec signals over-softness and rutting risk at Malaysian pavement temperatures.<\/p>\n<h2>Frequently Asked Questions<\/h2>\n<h3>How does softening point relate to penetration?<\/h3>\n<p>Inversely \u2014 harder (low penetration) bitumen softens at higher temperature. The penetration index computed from both values indicates temperature susceptibility of the binder.<\/p>\n<h3>Why must distilled, freshly boiled water be used?<\/h3>\n<p>Dissolved air forms bubbles on the bitumen surface during heating, insulating the disc and biasing the result high; salts change the heating profile. EN 1427 requires freshly boiled distilled water for that reason.<\/p>\n<h2>Recommended Apparatus<\/h2>\n<p>NL Scientific manufactures the <a href=\"https:\/\/www.nlscientific.com\/en_ph\/product\/semi-automatic-ring-ball-softening-point-apparatus\/\">Semi Automatic Ring &amp; Ball Softening Point Apparatus<\/a> for this method. Browse the full <a href=\"https:\/\/www.nlscientific.com\/en_ph\/product-category\/bitumen-asphalt\/\">Bitumen &#038; Asphalt Testing Equipment<\/a> range or <a href=\"https:\/\/www.nlscientific.com\/en_ph\/contact-us\/\">request a quotation<\/a> from our engineers.<\/p>\n<p><!-- nlfaq --><br \/>\n<script type=\"application\/ld+json\">{\"@context\": \"https:\/\/schema.org\", \"@type\": \"FAQPage\", \"mainEntity\": [{\"@type\": \"Question\", \"name\": \"How does softening point relate to penetration?\", \"acceptedAnswer\": {\"@type\": \"Answer\", \"text\": \"Inversely \u2014 harder (low penetration) bitumen softens at higher temperature. The penetration index computed from both values indicates temperature susceptibility of the binder.\"}}, {\"@type\": \"Question\", \"name\": \"Why must distilled, freshly boiled water be used?\", \"acceptedAnswer\": {\"@type\": \"Answer\", \"text\": \"Dissolved air forms bubbles on the bitumen surface during heating, insulating the disc and biasing the result high; salts change the heating profile. EN 1427 requires freshly boiled distilled water for that reason.\"}}]}<\/script><\/p>","protected":false},"excerpt":{"rendered":"<p>Written by the NL Scientific Engineering Team &middot; Reviewed by our ISO\/IEC 17025 (SAMM 835) accredited calibration laboratory &middot; Last updated 11 July 2026 The ring and ball softening point&hellip;<\/p>","protected":false},"author":1,"featured_media":3768,"comment_status":"closed","ping_status":"","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[179,164],"tags":[],"class_list":["post-4818","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-bitumen-asphalt-testing","category-blog"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/posts\/4818","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/comments?post=4818"}],"version-history":[{"count":1,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/posts\/4818\/revisions"}],"predecessor-version":[{"id":4841,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/posts\/4818\/revisions\/4841"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/media\/3768"}],"wp:attachment":[{"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/media?parent=4818"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/categories?post=4818"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.nlscientific.com\/en_ph\/wp-json\/wp\/v2\/tags?post=4818"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}