
{"id":64,"date":"2012-10-10T14:34:00","date_gmt":"2012-10-10T14:34:00","guid":{"rendered":"http:\/\/www.qcmywebsite.com\/fluid\/?page_id=64"},"modified":"2012-10-10T14:34:00","modified_gmt":"2012-10-10T14:34:00","slug":"project-details","status":"publish","type":"page","link":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/project-details\/","title":{"rendered":"Project Details"},"content":{"rendered":"<div id=\"attachment_682\" style=\"width: 310px\" class=\"wp-caption alignright\"><a href=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/south-of-proposed-sr-56-to-chancey-road-large.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-682\" src=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/south-of-proposed-sr-56-to-chancey-road-large-300x189.jpg\" alt=\"South of Proposed SR 56 to Chancey Road\" width=\"300\" height=\"189\" class=\"size-medium wp-image-682\" srcset=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/south-of-proposed-sr-56-to-chancey-road-large-300x189.jpg 300w, https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/south-of-proposed-sr-56-to-chancey-road-large-768x485.jpg 768w, https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/south-of-proposed-sr-56-to-chancey-road-large.jpg 1024w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-682\" class=\"wp-caption-text\">South of Proposed SR 56 to Chancey Road<\/p><\/div>\n<p>Within the study area, US 301 is a two-lane undivided roadway with one 12-foot travel lane in each direction, paved shoulders and no sidewalks. The existing right-of-way is generally 100 feet wide and the posted speed limit ranges from 45 to 55 miles per hour.<\/p>\n<p>The Preferred Build Alternative includes widening US 301 to a 4-lane divided roadway and consists of two typical sections. Both typical sections hold the existing western right-of-way line and expand the project corridor to the east. The <strong>first typical section<\/strong> begins south of the future SR 56 intersection and ends at Chancey Road. This proposed roadway segment will have two 12-foot travel lanes in each direction separated by a 54-foot wide grassed median, two 7-foot paved shoulders (also buffered bicycle lanes), as well as a 5-foot sidewalk along the eastern side and a 10-foot shared use path along the western side. In the future, this roadway segment could be expanded to 6 lanes by adding two lanes on the inside and reducing the median width.<\/p>\n<p>The <strong>second typical section<\/strong> begins at Chancey Road and ends just south of the proposed realigned SR 39 and US 301 intersection. This proposed roadway segment will have two 11-foot travel lanes in each direction separated by a variable width (33-foot to 54-foot) grassed median, as well as 7-foot paved shoulders (also buffered bicycle lanes) and 5-foot sidewalks on both sides. This typical section would serve as a transition between the ultimate 6-lane section of US 301 to the north and the ultimate four-lane section of US 301 to the south.<\/p>\n<div id=\"attachment_681\" style=\"width: 310px\" class=\"wp-caption alignnone\"><a href=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/chancey-road-to-south-of-sr-39-large.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-681\" src=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/chancey-road-to-south-of-sr-39-large-300x212.jpg\" alt=\"Chancey Road to South of SR 39\" width=\"300\" height=\"212\" class=\"size-medium wp-image-681\" srcset=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/chancey-road-to-south-of-sr-39-large-300x212.jpg 300w, https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/chancey-road-to-south-of-sr-39-large-768x544.jpg 768w, https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-content\/uploads\/sites\/110\/chancey-road-to-south-of-sr-39-large.jpg 1024w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-681\" class=\"wp-caption-text\">Chancey Road to South of SR 39<\/p><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Within the study area, US 301 is a two-lane undivided roadway with one 12-foot travel lane in each direction, paved shoulders and no sidewalks. The existing right-of-way is generally 100 feet wide and the posted speed limit ranges from 45<span class=\"ellipsis\">&hellip;<\/span><\/p>\n<div class=\"read-more\"><a href=\"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/project-details\/\">Read more &#8250;<\/a><\/div>\n<p><!-- end of .read-more --><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"acf":[],"_links":{"self":[{"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/pages\/64"}],"collection":[{"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/comments?post=64"}],"version-history":[{"count":0,"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/pages\/64\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.fdotd7studies.com\/projects\/us301-sr56-to-sr39\/wp-json\/wp\/v2\/media?parent=64"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}