{"id":829,"date":"2023-06-19T15:01:46","date_gmt":"2023-06-19T19:01:46","guid":{"rendered":"https:\/\/www.appledoremarine.com\/?post_type=project_type&#038;p=829"},"modified":"2023-07-26T15:49:08","modified_gmt":"2023-07-26T19:49:08","slug":"waterfront-facilities-inspection-and-condition-assessment-us-naval-station-washington","status":"publish","type":"project_type","link":"https:\/\/www.appledoremarine.com\/projects\/waterfront-facilities-inspection-and-condition-assessment-us-naval-station-washington\/","title":{"rendered":"Waterfront Facilities Inspection and Condition Assessment &#8211; US Naval Station Washington"},"content":{"rendered":"\n<p>AME completed a Waterfront Facilities Inspection and Condition Assessment at a US Naval Station in Washington. The investigation included a routine-level inspection and asset inventory of the waterfront structures including substructure, superstructure, deck components, mooring\/berthing system elements, appurtenances, slope protection, civil\/mechanical utilities, and electrical utilities. Inspection of the utilities and handrails were limited to their general structural conditions and did not include a review of their operation (i.e., capability, capacity, flow pressure, etc.) or code compliance.<\/p>\n\n\n\n<p>The intent of the inspection was to gather sufficient information to complete an assessment of general structural condition. The assessment included the development of recommended general repairs, operational capabilities, and a cost estimate for budgeting purposes. The actual repair methods and quantities for repair should follow a design level inspection by the designer of record. Quantities shown in the cost estimate have been increased to account for undetected deterioration and growth.<\/p>\n\n\n\n<p>To better quantify the extent of hidden deterioration, a small sampling of timber resistance drill measurements was completed within the tidal zone. This testing identified some (20 percent) wrapped piles with hidden internal deterioration.<\/p>\n\n\n\n<p>&nbsp;<\/p>\n\n\n\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"600\" src=\"https:\/\/www.appledoremarine.com\/wp-content\/uploads\/2023\/06\/US-Naval-Station-Washington-1.jpg\" alt=\"Engineer performs Waterfront Inspection at US Naval Station in Washington\" class=\"wp-image-832\" srcset=\"https:\/\/www.appledoremarine.com\/wp-content\/uploads\/2023\/06\/US-Naval-Station-Washington-1.jpg 800w, https:\/\/www.appledoremarine.com\/wp-content\/uploads\/2023\/06\/US-Naval-Station-Washington-1-300x225.jpg 300w, https:\/\/www.appledoremarine.com\/wp-content\/uploads\/2023\/06\/US-Naval-Station-Washington-1-768x576.jpg 768w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/figure>\n","protected":false},"author":6,"featured_media":830,"template":"","projecttype_tax":[8,7],"acf":[],"_links":{"self":[{"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/project_type\/829"}],"collection":[{"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/project_type"}],"about":[{"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/types\/project_type"}],"author":[{"embeddable":true,"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/users\/6"}],"version-history":[{"count":8,"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/project_type\/829\/revisions"}],"predecessor-version":[{"id":918,"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/project_type\/829\/revisions\/918"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/media\/830"}],"wp:attachment":[{"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/media?parent=829"}],"wp:term":[{"taxonomy":"projecttype_tax","embeddable":true,"href":"https:\/\/www.appledoremarine.com\/wp-json\/wp\/v2\/projecttype_tax?post=829"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}