{"id":2221,"date":"2020-06-25T17:04:38","date_gmt":"2020-06-25T17:04:38","guid":{"rendered":"https:\/\/amicoglobal.com\/stayform-concrete-forming\/?page_id=2221"},"modified":"2021-11-24T14:53:12","modified_gmt":"2021-11-24T18:53:12","slug":"bridges-and-transportation","status":"publish","type":"page","link":"https:\/\/amicoglobal.com\/stayform-concrete-forming\/projects\/bridges-and-transportation\/","title":{"rendered":"Bridges and Transportation"},"content":{"rendered":"

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<\/span>Dulles Corridor Metrorail Project - Washington, DC<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
<\/span>Project Photos<\/span><\/div><\/div>[\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Type of STAY-FORM\u00ae<\/sup> Application
\n<\/strong>STAY-FORM\u00ae<\/sup> was used as an edge form for the base mat slab that will support the 26 mile light rail project from Dulles International Airport to Falls Church, VA.<\/p>\n

Project<\/strong>
\nDulles Corridor Metrorail Project<\/p>\n

Location<\/strong>
\nDulles International Airport to Falls Church, VA<\/p>\n

Owner<\/strong>
\nWashington Metropolitan Area Transit Authority (WMATA)
\nVienna, VA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Engineer<\/strong>
\nBechtel Corporation \/ URS
\nMcLean, VA<\/p>\n

General Contractor<\/strong>
\nDulles Transit Partners, LLC
\nVienna, VA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”][vc_single_image image=”2224″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][vc_empty_space height=”10px”]

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<\/span>Kanawha River Bridge - Interstate 64<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
<\/span>Project Photos<\/span><\/div><\/div>[\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]<\/p>\n

Type of Bulk Head Application
\n<\/strong>The contractor is using STAY-FORM\u00ae<\/sup> to form the bulkheads on this 3000 foot long cast-in-place segmental box girder bridge. Each segment is 16 feet long with an overall height of 40 feet (18 inch thick walls).<\/p>\n

Project<\/strong>
\nKanawha River Bridge
\nInterstate 64
\nWest Virginia Division of Highways<\/p>\n

Location<\/strong>
\nCharleston, WV[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Engineer<\/strong>
\nT.Y. Lin International
\nSan Francisco, CA<\/p>\n

General Contractor<\/strong>
\nBrayman Construction Corp.
\nSaxonburg, PA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”][vc_single_image image=”2235″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][vc_empty_space height=”10px”]

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<\/span>Devil's Slide Bridge and Tunnel<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
<\/span>Project Photos<\/span><\/div><\/div>[\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Type of Bulk Head Application
\n<\/strong>This section of the Pacific Coast Highway has repeatedly been subjected to rock and mud slides over the years. Caltrans has designed a realignment that includes two tunnels and two bridges. The contractor is using STAY-FORM\u00ae<\/sup> to form the bulkheads on this cast-in-place cantilevered bridge portion of this project. The tunnel portals (four) will also use STAY-FORM\u00ae<\/sup> as a backstop for shotcreting as well as for bulkheading the base mat slab. The actual tunnel boring machine (TBM) will not start until sometime next year (2008).<\/p>\n

Project<\/strong>
\nDevil’s Slide Bridge and Tunnel
\nBridge Contract No.04-1123K 4
\nTunnel Contract No. 04-1123U 4<\/p>\n

Location<\/strong>
\nSan Mateo County
\nRt. 1, Cabrillo Hwy. (South Of Linda Mar Blvd.)
\nPacifica, CA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Engineer<\/strong>
\nState Of California, Dept. of Transportation
\nDivision of Structures
\nhttp:\/\/www.dot.ca.gov<\/a><\/p>\n

Bridge General Contractor<\/strong>
\nDisney Construction, Inc.
\nPacifica, CA<\/p>\n

Tunnel General Contractor
\n<\/strong>Kiewit Pacific Company
\nPacifica, CA[\/vc_column_text][vc_column_text]how to form concrete<\/a>[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_single_image image=”2246″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”]

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<\/span>Central Artery\/Tunnel (Big Dig)<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
<\/span>Project Photos<\/span><\/div><\/div>[\/vc_column_inner][\/vc_row_inner][vc_row_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Type of STAY-FORM\u00ae<\/sup> Application
\n<\/strong>Approximately 200,000 square feet of STAY-FORM\u00ae<\/sup> is being used to form the construction joints between concrete pours in the base slabs of the mainline tunnels and ramps.<\/p>\n

Location<\/strong>
\nCentral Artery\/Tunnel (Big Dig)
\nContract C17A9
\nBoston, MA<\/p>\n

Engineer<\/strong>
\nBectel\/Parsons Brinkerhoff
\nBoston, MA<\/p>\n

General Contractor
\n<\/strong>Modern Continental\/Obayashi
\nBoston, MA<\/p>\n

STAY-FORM\u00ae<\/sup> Dealer
\n<\/strong>A.H. Harris & Sons, Inc.[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Type of STAY-FORM\u00ae<\/sup> Application
\n<\/strong>Bulkheads for base pours, walls, and roof slabs.<\/p>\n

Central Artery Tunnel Contract C01A3<\/p>\n