{"infobox":{"dc_creator":"WooScraper_v1","dc_date_year":2001,"dc_identifier":"nl.oorg10004.2j.2001.754","dc_publisher":"oorg10004","dc_publisher_name":"Overheidsorganisatie Rijkswaterstaat","dc_source":"https://open.rijkswaterstaat.nl/open-overheid/onderzoeksrapporten/@204739/optimalisatieslag-ontwerpopties/","dc_title":"Optimalisatieslag ontwerpopties spuimiddel Afsluitdijk","dc_type":"2j","dc_type_description":"2j - Onderzoek","foi_extraMetadata":{},"foi_fairiscoreVersions":{"v1":2,"v2":2},"foi_files":[{"dc_format":"application/pdf","dc_identifier":"nl.oorg10004.2j.2001.754.doc.1","dc_source":"https://open.rijkswaterstaat.nl/publish/pages/142824/270648.pdf","dc_title":"270648.pdf (pdf, 12 MB)","dc_type":"bijlage","foi_doc_missing":1,"foi_fairiscoreVersions":{"v1":2,"v2":2},"foi_fileName":"270648.pdf","foi_nrPages":89}],"foi_isWoo":"Ja","foi_nrDocuments":1,"foi_nrPagesInDossier":89,"foi_page_title":"Onderzoek Overheidsorganisatie Rijkswaterstaat","foi_publishedDate":"2001-01-01","foi_retrievedDate":"2024-07-16","tooiwl_type":"c_fdaee95e"},"resource":"nl.oorg10004.2j.2001.754"}