{"id":44450,"date":"2026-10-27T08:04:34","date_gmt":"2026-10-27T12:04:34","guid":{"rendered":"https:\/\/www.ecoportal.net\/en\/?p=44450"},"modified":"2026-10-27T08:04:34","modified_gmt":"2026-10-27T12:04:34","slug":"span-dropped-stillwater-river-concrete-deck","status":"publish","type":"post","link":"https:\/\/www.ecoportal.net\/en\/span-dropped-stillwater-river-concrete-deck\/44450\/","title":{"rendered":"A 150 foot span in Old Town Maine dropped into the Stillwater River while crews poured its concrete deck, and the state has decided to pull out the composite girders it had already installed"},"content":{"rendered":"<p>There is a dam a short way downstream, and a camera on it points back up the river.<\/p>\n<p>On the morning of Thursday, August 13, 2026, that camera was running.<\/p>\n<p>What it caught lasts about a second. A long pale structure in the frame stops being a bridge and becomes a pile.<\/p>\n<p>The beams in that frame were not steel. They were closed tubs of fiber reinforced polymer, hollow, chalk gray, and&nbsp;<strong>light enough to matter<\/strong>.<\/p>\n<p>Three men were working above them. One broke an ankle.<\/p>\n<p>So the question is&nbsp;<strong>not the material<\/strong>. It is the timing.<\/p>\n<h2>Why 1 hour of pouring carries the whole load<\/h2>\n<p>A finished bridge deck is not a load sitting on beams. It is part of the beam.<\/p>\n<p>Once the concrete cures, slab and girder act as a single section. The slab takes compression along the top, the girder takes tension below, and the pair is several times stiffer than the girder alone.<\/p>\n<p>Wet concrete gives none of that. It arrives at full weight and contributes&nbsp;<strong>no stiffness at all<\/strong>, and it stays useless for hours.<\/p>\n<p>So the pour is the one window in which the girders carry the heaviest load they will ever see while standing with the least help they will ever have.<\/p>\n<p>The outside girder has it worst. The deck overhangs past it, and the brackets holding that overhang hang off the girder itself, pushing outward at the top flange and inward at the bottom.<\/p>\n<p>That is a twist, and a twist is what&nbsp;<strong>finds the limit<\/strong>.<\/p>\n<h2>150 feet of hollow tub at a quarter the weight<\/h2>\n<p>The crossing is three new spans. The one that came down was the first of them.<\/p>\n<p>It ran roughly 150 feet, replacing a bridge that had stood since the early 1950s, and the temporary span beside it is still carrying traffic.<\/p>\n<p>The girders were tubs rather than plate. Closed boxes of resin and fiber, molded in a shop up the Penobscot and trucked in.<\/p>\n<p>Their selling point is&nbsp;<strong>what they weigh<\/strong>. The transportation department has put them at about a quarter of the weight of the steel girders they stand in for, which changes every crane pick and every haul.<\/p>\n<p>Corrosion is the other argument. There is nothing in a polymer tub for road salt to eat.<\/p>\n<p>Lighter, and&nbsp;<strong>slower to rot<\/strong>.<\/p>\n<h2>3 hurt, and 1 second of usable footage<\/h2>\n<p>Here is what is on the record, and it is less than the case needs.<\/p>\n<p>The department says one worker broke an ankle and two others were hurt less seriously. Early reporting had three injured, the same three men.<\/p>\n<p>In early September the department released the dam footage and gave a first reading of it. Its preliminary view is that an outer beam may have buckled, and that the failure then pulled in the components around it.<\/p>\n<p>It said plainly that this finding is&nbsp;<strong>subject to change<\/strong>.<\/p>\n<p>Federal specialists were brought in to assist in late August. The workplace safety regulator opened an investigation of its own.<\/p>\n<p>Separately, girders on one of the other spans had been damaged by wind and repaired before any of this. That is logged, not explained.<\/p>\n<p>Two inquiries and&nbsp;<strong>one working theory<\/strong>.<\/p>\n<h2>A 28 million dollar project goes back to steel<\/h2>\n<p>On the twenty fourth of September the department said it would finish the bridge in conventional steel.<\/p>\n<p>That covers more than the span lying in the water. The composite girders already standing on the other spans come out too, in the way that&nbsp;<a href=\"https:\/\/ecoportal.net\/en\/juneau-dropped-more-mountainside-above-fjord\/44085\/\" target=\"_blank\" rel=\"noopener\">a collapsed slope<\/a>&nbsp;or&nbsp;<a href=\"https:\/\/ecoportal.net\/en\/westbound-freight-spilled-hundreds-tons-soybeans\/43991\/\" target=\"_blank\" rel=\"noopener\">a spilled train<\/a>&nbsp;turns into&nbsp;<strong>a tidy verdict<\/strong>.<\/p>\n<p>The department is careful about what the switch means. It calls steel the most expeditious option and says the choice is not a finding of fault, and&nbsp;<a href=\"https:\/\/www.mainepublic.org\/science-and-technology\/2026-09-25\/state-backs-off-composite-bridge-girders-while-investigating-august-collapse\" target=\"_blank\" rel=\"noopener\">the state broadcaster<\/a>&nbsp;carried its assistant director of project development saying the review will take time.<\/p>\n<p>He also said the useful thing out loud. Once that deck is cured, it is a completely different structure.<\/p>\n<p>The cause is open. It could be one beam&#8217;s manufacture, the technology, or something that happened on site, and&nbsp;<a href=\"https:\/\/www.wabi.tv\/2026\/09\/08\/mainedot-releases-new-details-video-old-town-bridge-collapse\/\" rel=\"nofollow noopener\" target=\"_blank\">the local station<\/a>&nbsp;reported the buckling theory as preliminary and nothing more.<\/p>\n<p>Nobody has ruled&nbsp;<strong>anything out<\/strong>.<\/p>\n<h2>2 other bridges are still open<\/h2>\n<p>The technology did not stop in August.<\/p>\n<p>Two other bridges in the state were built with the same girders and both remain in service. The department says they passed their post construction testing and are inspected on the same two year cycle as the rest.<\/p>\n<p>Demolition of the failed span began in the middle of October. The contractor is cutting it off the pier and the abutment, lifting it out in sections and processing it on land.<\/p>\n<p>The project carried a 28 million dollar price and a finish date at the end of 2027. Neither number survives untouched.<\/p>\n<p>What generalizes here is not the material. It is the hour.<\/p>\n<p>Every deck pour leaves a bridge&nbsp;<strong>at its weakest<\/strong>, and the beams under a screed have no help coming for hours, whether they are plate steel or&nbsp;<strong>composite girders<\/strong>.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>There is a dam a short way downstream, and a camera on it points back up the river. On the morning of Thursday, August 13, 2026, that camera was running. What it caught lasts about a second. A long pale structure in the frame stops being a bridge and becomes a pile. The beams in &#8230; <a title=\"A 150 foot span in Old Town Maine dropped into the Stillwater River while crews poured its concrete deck, and the state has decided to pull out the composite girders it had already installed\" class=\"read-more\" href=\"https:\/\/www.ecoportal.net\/en\/span-dropped-stillwater-river-concrete-deck\/44450\/\" aria-label=\"Read more about A 150 foot span in Old Town Maine dropped into the Stillwater River while crews poured its concrete deck, and the state has decided to pull out the composite girders it had already installed\">Read more<\/a><\/p>\n","protected":false},"author":28,"featured_media":44451,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"rank_math_focus_keyword":"Maine","rank_math_title":"","rank_math_description":"","footnotes":""},"categories":[9],"tags":[],"class_list":["post-44450","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-mobility"],"_links":{"self":[{"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/posts\/44450","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/users\/28"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/comments?post=44450"}],"version-history":[{"count":1,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/posts\/44450\/revisions"}],"predecessor-version":[{"id":44452,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/posts\/44450\/revisions\/44452"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/media\/44451"}],"wp:attachment":[{"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/media?parent=44450"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/categories?post=44450"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ecoportal.net\/en\/wp-json\/wp\/v2\/tags?post=44450"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}