{"infobox":{"dc_creator":"WooScraper_v1","dc_date_year":1990,"dc_description":"In older freeways built before 1965, the emergency lane was not continued at bridges and other structures e.g. tunnels, viaducts etc. Some on-ramps had a small curve radius, with acceleration lengths shorter than 200 m. These merging lanes are defined as \"short entrance lanes\". The merging ...","dc_identifier":"nl.oorg10004.2j.1990.2128","dc_publisher":"oorg10004","dc_publisher_name":"Overheidsorganisatie Rijkswaterstaat","dc_source":"https://open.rijkswaterstaat.nl/open-overheid/onderzoeksrapporten/@35542/traffic-operations-at-short-entrance/","dc_title":"Traffic operations at short entrance lanes on Dutch freeways","dc_type":"2j","dc_type_description":"2j - Onderzoek","foi_extraMetadata":{},"foi_fairiscoreVersions":{"v1":1,"v2":2},"foi_files":[{"dc_format":"application/pdf","dc_identifier":"nl.oorg10004.2j.1990.2128.doc.1","dc_source":"https://open.rijkswaterstaat.nl/publish/pages/24967/traffic_operations_at_short_entrance_lanes_on_dutch_freeways.pdf","dc_title":"traffic_operations_at_short_entrance_lanes_on_dutch_freeways.pdf (pdf, 7.1 MB)","dc_type":"bijlage","foi_fairiscoreVersions":{"v1":1,"v2":2},"foi_fileName":"traffic_operations_at_short_entrance_lanes_on_dutch_freeways.pdf","foi_nrPages":105}],"foi_isWoo":"Ja","foi_nrDocuments":1,"foi_nrPagesInDossier":105,"foi_page_title":"Onderzoek Overheidsorganisatie Rijkswaterstaat","foi_publishedDate":"1990-01-01","foi_retrievedDate":"2024-09-27","tooiwl_type":"c_fdaee95e"},"resource":"nl.oorg10004.2j.1990.2128"}