{"id":1957,"date":"2025-11-04T11:32:45","date_gmt":"2025-11-04T10:32:45","guid":{"rendered":"https:\/\/www.invator.se\/projekt\/special-inspection-of-casing-in-gimsoystraumen-bridge-norway\/"},"modified":"2026-04-10T11:34:32","modified_gmt":"2026-04-10T09:34:32","slug":"special-inspection-of-casing-in-gimsoystraumen-bridge-norway","status":"publish","type":"projekt","link":"https:\/\/www.invator.se\/en\/projekt\/special-inspection-of-casing-in-gimsoystraumen-bridge-norway\/","title":{"rendered":"Special inspection of casing in Gims\u00f8ystraumen bridge, Norway"},"content":{"rendered":"\n<p><strong>Problem statement<\/strong><br\/>For Gims\u00f6ystraumen Bridge, an 840 m long concrete box girder bridge built in 1980, there were suspicions of incomplete grouting of the tension cable casings. The aim was to evaluate the status of the grout, identify possible voids in selected casings and map the risk of corrosion of the tension cables. <\/p>\n\n<figure class=\"gb-block-image gb-block-image-3f3b5bac\"><img loading=\"lazy\" decoding=\"async\" width=\"1200\" height=\"675\" class=\"gb-image gb-image-3f3b5bac\" src=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Mira-Invator.jpg\" alt=\"\" title=\"Mira---Invator\" srcset=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Mira-Invator.jpg 1200w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Mira-Invator-300x169.jpg 300w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Mira-Invator-1024x576.jpg 1024w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Mira-Invator-768x432.jpg 768w\" sizes=\"auto, (max-width: 1200px) 100vw, 1200px\" \/>\n<figcaption class=\"gb-headline gb-headline-0e3047ac gb-headline-text\"><em>MIRA (ultrasound) and Impact Echo indicated suspicious areas in the construction.<\/em><\/figcaption>\n<\/figure>\n\n<p><\/p>\n\n<p><strong>Results<\/strong><br\/>The investigation showed that no serious defects could be detected in the opened canals. MIRA (ultrasound) and Impact Echo indicated suspicious areas in span 1, but verifying drilling and endoscopy showed that the channels were filled, with only moderate superficial corrosion on the metallic casings. However, minor deviations in the positions of the cables compared to drawings could be observed. In conclusion, the grout in the channels examined was found to be intact, with no risk of extensive corrosion.   <\/p>\n\n<figure class=\"gb-block-image gb-block-image-fd9f8cd2\"><img loading=\"lazy\" decoding=\"async\" width=\"1200\" height=\"675\" class=\"gb-image gb-image-fd9f8cd2\" src=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrning-Invator.jpg\" alt=\"\" title=\"Borrning-Invator\" srcset=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrning-Invator.jpg 1200w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrning-Invator-300x169.jpg 300w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrning-Invator-1024x576.jpg 1024w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrning-Invator-768x432.jpg 768w\" sizes=\"auto, (max-width: 1200px) 100vw, 1200px\" \/>\n<figcaption class=\"gb-headline gb-headline-4d9ff3b6 gb-headline-text\"><em>Drilling and endoscopy showed that the channels were filled, with only moderate superficial corrosion on the metallic casings<\/em><\/figcaption>\n<\/figure>\n\n<p><\/p>\n\n<p><strong>Solution<\/strong><br\/>The inspection was carried out in the following steps:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>Documentary studies and selection of critical control areas in consultation with the NPRA.<\/li>\n\n\n\n<li>Locating reinforcement and tension cables with covermeter and GPR.<\/li>\n\n\n\n<li>Detailed imaging of stress channels with MIRA (shearwave tomography), in total about 1500 B-scans.<\/li>\n\n\n\n<li>Confirmation of suspicious indications with Impact Echo (DOCter).<\/li>\n\n\n\n<li>Core drilling and endoscopy in selected areas for visual verification.<\/li>\n\n\n\n<li>The combination of non-destructive and verifying methods allowed for a confident assessment of the status of the grout.<\/li>\n<\/ul>\n\n<figure class=\"gb-block-image gb-block-image-5fd0952f\"><img loading=\"lazy\" decoding=\"async\" width=\"1200\" height=\"675\" class=\"gb-image gb-image-5fd0952f\" src=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrhal-med-spannkablar-Invaor.jpg\" alt=\"\" title=\"Borrha\u030al-med-spa\u0308nnkablar---Invaor\" srcset=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrhal-med-spannkablar-Invaor.jpg 1200w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrhal-med-spannkablar-Invaor-300x169.jpg 300w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrhal-med-spannkablar-Invaor-1024x576.jpg 1024w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Borrhal-med-spannkablar-Invaor-768x432.jpg 768w\" sizes=\"auto, (max-width: 1200px) 100vw, 1200px\" \/>\n<figcaption class=\"gb-headline gb-headline-895d8aa5 gb-headline-text\"><em>Drill holes for inspection of casing and clamps.<\/em><\/figcaption>\n<\/figure>\n\n<p><\/p>\n\n<p><strong>Equipment<\/strong><\/p>\n\n<ul class=\"wp-block-list\">\n<li>Covermeter (Proceq Profoscope+)<\/li>\n\n\n\n<li>Ground Penetrating Radar (Proceq GP8000\/8800)<\/li>\n\n\n\n<li>Ultrasound tomography (MIRA Tomographer)<\/li>\n\n\n\n<li>Impact Echo (DOCter)<\/li>\n\n\n\n<li>Videoscope<\/li>\n\n\n\n<li>Core drilling equipment<\/li>\n\n\n\n<li>Standard equipment for visual inspection and documentation<\/li>\n<\/ul>\n\n<p><strong>Standards<\/strong><\/p>\n\n<ul class=\"wp-block-list\">\n<li>EN 1990: Eurocode &#8211; Basic rules<\/li>\n\n\n\n<li>EN 1991-1-1: Eurocode 1 &#8211; Loads on structures<\/li>\n\n\n\n<li>EN 1992-1-1: Eurocode 2 &#8211; Concrete structures<\/li>\n\n\n\n<li>ISO 16311-1\/2: Condition assessment of concrete structures<\/li>\n\n\n\n<li>Public Roads Administration Inspection Manual No. 718 (2021)<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>A comprehensive survey of the Gims\u00f6ystraumen bridge has mapped the status of the grout in the span channels. The results show that the channels are largely intact, with only minor deviations and limited superficial corrosion on the lining pipes, with no risk of serious damage. <\/p>\n","protected":false},"featured_media":1564,"template":"","meta":{"_acf_changed":false},"bransch":[19],"class_list":["post-1957","projekt","type-projekt","status-publish","has-post-thumbnail","hentry","bransch-construction"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/projekt\/1957","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/projekt"}],"about":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/types\/projekt"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/media\/1564"}],"wp:attachment":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/media?parent=1957"}],"wp:term":[{"taxonomy":"bransch","embeddable":true,"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/bransch?post=1957"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}