{"id":982,"date":"2026-07-25T01:55:27","date_gmt":"2026-07-25T01:55:27","guid":{"rendered":"http:\/\/localhost:8081\/soyleitechnologies\/sip-1111-st-peters-missouri-35-percent-rap\/"},"modified":"2026-08-01T13:44:06","modified_gmt":"2026-08-01T13:44:06","slug":"sip-1111-st-peters-missouri-35-percent-rap","status":"publish","type":"post","link":"https:\/\/soylei-dev.ecochran.dyndns.org\/soyleitechnologies\/sip-1111-st-peters-missouri-35-percent-rap\/","title":{"rendered":"St. Peters: 35% RAP and a Clear SIP-1111\u2122 Dose Response"},"content":{"rendered":"<p>A December 2020 demonstration in St. Peters, Missouri, put SIP-1111\u2122 into full-scale production with <strong>35% reclaimed asphalt pavement<\/strong>. Three sections created a direct field comparison: an untreated control, a <strong>1.75% SIP-1111\u2122<\/strong> section, and a <strong>3.5% SIP-1111\u2122<\/strong> section.<\/p>\n<p>The production run used a PG 58-28 base binder, 5.2% total binder, and 3.7% added binder. Approximately <strong>415 tons<\/strong> were produced across the three sections: 100 tons of control mix, 105 tons at 1.75%, and 210 tons at 3.5%.<\/p>\n<h2>One field design, three dosage levels<\/h2>\n<p>Holding the recycled content and base design constant made dosage the central variable. The field team sampled each mixture from its third or fourth truck and sent the material to Iowa State University for follow-up testing.<\/p>\n<p>Production began at approximately 37\u00b0F and continued into the mid-40s. The project owner reported that the mix was easy to handle, adding a practical production observation to the laboratory comparison that followed.<\/p>\n<h2>CT Index increased across the dosage series<\/h2>\n<p>At 7.0% air voids, the untreated 35% RAP control recorded an average CT Index of <strong>14.9<\/strong>. The 1.75% SIP-1111\u2122 mixture recorded <strong>35.4<\/strong>, and the 3.5% mixture recorded <strong>91.1<\/strong>.<\/p>\n<p>The 3.5% result was more than six times the control value. It also exceeded the CT Index 80 reference line shown with the Missouri results, providing a clear cracking-performance response within the same high-RAP mix design.<\/p>\n<h2>DCT and I-FIT moved in the same direction<\/h2>\n<p>Average DCT fracture energy at -12.0\u00b0C increased from <strong>229 J\/m\u00b2<\/strong> for the control to <strong>309 J\/m\u00b2<\/strong> at 1.75% and <strong>369 J\/m\u00b2<\/strong> at 3.5% SIP-1111\u2122.<\/p>\n<p>Average I-FIT index followed the same progression: <strong>2.2<\/strong> for the untreated control, <strong>4.1<\/strong> at 1.75%, and <strong>7.6<\/strong> at 3.5%. Across CT Index, DCT fracture energy, and I-FIT, the two SIP-1111\u2122 mixtures outperformed the untreated control and the higher dosage produced the strongest result.<\/p>\n<h2>A practical high-RAP formulation tool<\/h2>\n<p>St. Peters connects plant-scale production with matched mixture testing. Producers can see the field scale, the untreated baseline, two dosage options, and three cracking metrics from one 35% RAP program.<\/p>\n<p>The trial demonstrates how SIP-1111\u2122 can support higher recycled content while giving formulators a measurable way to select dosage. For asphalt producers and agencies evaluating rejuvenator approval, that combination of production experience and dose-response data turns a formulation decision into a testable performance program.<\/p>\n<figure class=\"soylei-blog-chart\" id=\"sip1111-st-peters-dose-response\">\n  <picture><source media=\"(max-width: 640px)\" srcset=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/charts\/sip-1111\/sip1111-st-peters-mo-2020\/sip1111-st-peters-dose-response-mobile.svg\" type=\"image\/svg+xml\" width=\"390\" height=\"760\"><source srcset=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/charts\/sip-1111\/sip1111-st-peters-mo-2020\/sip1111-st-peters-dose-response.svg\" type=\"image\/svg+xml\" width=\"960\" height=\"560\"><source media=\"(max-width: 640px)\" srcset=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/charts\/sip-1111\/sip1111-st-peters-mo-2020\/sip1111-st-peters-dose-response-mobile@2x.png\" type=\"image\/png\" width=\"780\" height=\"1520\"><img src=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/charts\/sip-1111\/sip1111-st-peters-mo-2020\/sip1111-st-peters-dose-response@2x.png\" alt=\"Three panels show a matched 35% RAP dosage response. CT Index rises from 14.9 to 35.4 and 91.1; DCT fracture energy rises from 229 to 309 and 369 joules per square meter; I-FIT rises from 2.2 to 4.1 and 7.6 for control, 1.75 percent, and 3.5 percent SIP-1111.\" width=\"960\" height=\"560\" loading=\"lazy\" decoding=\"async\">\n  <\/picture><figcaption><strong>St. Peters cracking response at 35% RAP<\/strong> All three cracking measures increased across the matched SIP-1111\u2122 dosage series.<\/figcaption><\/figure>\n<div class=\"soylei-blog-chart-data\">\n<p class=\"soylei-blog-chart-data__direction\">Higher CT Index, DCT fracture energy, and I-FIT are favorable. No DCT threshold is plotted because the reviewed deck slides conflict.<\/p>\n<div class=\"soylei-blog-table-frame\" tabindex=\"0\" role=\"region\" aria-label=\"St. Peters cracking response at 35% RAP data table\">\n<table class=\"soylei-blog-table\">\n<caption>St. Peters 35% RAP matched dosage-response results.<\/caption>\n<thead>\n<tr>\n<th scope=\"col\">SIP-1111 dosage (% total binder)<\/th>\n<th scope=\"col\">CT Index<\/th>\n<th scope=\"col\">DCT fracture energy (J\/m\u00b2)<\/th>\n<th scope=\"col\">I-FIT Index<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<th scope=\"row\">0<\/th>\n<td>14.9<\/td>\n<td>229<\/td>\n<td>2.2<\/td>\n<\/tr>\n<tr>\n<th scope=\"row\">1.75<\/th>\n<td>35.4<\/td>\n<td>309<\/td>\n<td>4.1<\/td>\n<\/tr>\n<tr>\n<th scope=\"row\">3.5<\/th>\n<td>91.1<\/td>\n<td>369<\/td>\n<td>7.6<\/td>\n<\/tr>\n<\/tbody>\n<\/table><\/div>\n<p class=\"soylei-blog-chart-data__source\">Source: <a href=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/documents\/sip-1111-demo-projects\/soylei-demo-paving-results.pdf\">SIP-1111 Demo Paving Results<\/a>. Slide 28, Missouri Demonstration Results &#8211; ISU table<\/p>\n<\/div>\n<p><a href=\"\/soyleitechnologies\/products\/sip-1111-rejuv\/\">Review SIP-1111\u2122<\/a> \u00b7 <a href=\"\/soyleitechnologies\/category\/sip-1111\/sip-1111-demo-projects\/\">See related demonstration projects<\/a> \u00b7 <a href=\"\/soyleitechnologies\/contact-us\/\">Discuss a high-RAP formulation program with SoyLei<\/a><\/p>\n<h2>Source Documents<\/h2>\n<ul class=\"soylei-blog-sources\">\n<li><a href=\"\/soyleitechnologies\/wp-content\/plugins\/soylei-product-surfaces\/assets\/documents\/sip-1111-demo-projects\/soylei-demo-paving-results.pdf\"><cite>SIP-1111\u2122 Demonstration Paving Results<\/cite><\/a>, SoyLei Innovations, 2025<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>A full-scale Missouri demonstration compared control, 1.75%, and 3.5% SIP-1111\u2122 sections in a 35% RAP mix, followed by CT Index, DCT, and I-FIT testing at Iowa State University.<\/p>\n","protected":false},"author":0,"featured_media":983,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[31,20,27],"tags":[34,44,33],"class_list":["post-982","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-sip-1111-demo-projects","category-sip-1111","category-sip-1111-rejuv","tag-demo-projects","tag-high-rap","tag-sip-1111"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.9 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>St. Peters SIP-1111\u2122 35% RAP Demonstration<\/title>\n<meta name=\"description\" content=\"See the field scale and matched CT Index, DCT, and I-FIT results from the St. Peters, Missouri, 35% RAP SIP-1111\u2122 demonstration.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" 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