{"id":2284,"date":"2020-06-29T16:18:28","date_gmt":"2020-06-29T16:18:28","guid":{"rendered":"https:\/\/amicoglobal.com\/stayform-concrete-forming\/?page_id=2284"},"modified":"2021-11-24T14:54:34","modified_gmt":"2021-11-24T18:54:34","slug":"bulkheads","status":"publish","type":"page","link":"https:\/\/amicoglobal.com\/stayform-concrete-forming\/projects\/bulkheads\/","title":{"rendered":"Bulkheads"},"content":{"rendered":"

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<\/span>US Army Corps of Engineers - East New Orleans, LA (Lake Borgne Barrier Sector Gate)<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″][vc_column_text]<\/p>\n

Bulkhead Barrier<\/h1>\n

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<\/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 to form the bulkheads for the eight-foot thick base mat slab that supported the closure gates for this US Army Corps. of Engineers flood protection project.<\/p>\n

Project<\/strong>
\nGIWW \u00a0Lake Borgne\u00a0 Barrier Sector Gate
\nSegment 6, Flood Gate Monolith,
\nInner Harbor Navigation Canal
\nHurricane Protection Project<\/p>\n

Location:<\/strong>
\nOrleans & St. Bernard Parishes, LA
\nEast New Orleans, Louisiana<\/p>\n

Engineer<\/strong>
\nBen C. Gerwick, Inc.
\nOakland, CA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Construction Manager<\/strong>
\nUS Army Corps. Of Engineers
\nMississippi Valley Division
\nNew Orleans District
\nMarrero, LA<\/p>\n

General Contractor<\/strong>
\nShaw Group
\nNew Orleans, LA<\/p>\n

Concrete Contractor
\n<\/strong>C.J. Mahan Construction Company
\nNew Orleans, LA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”][vc_single_image image=”2288″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][vc_empty_space height=”10px”]

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<\/span>US Army Corps of Engineers - Belle Chasse, LA<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
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Type of STAY-FORM\u00ae<\/sup> Application
\n<\/strong>STAY-FORM\u00ae<\/sup> was used in the bulkheads for the twelve foot thick base mat slab that supported the pump station and lift gates.<\/p>\n

Project<\/strong>
\nGIWW West Closure Complex
\nContract No. W912 P8-09-C-0041
\nWestbank & Vianity, NO, LA
\nHurricane Protection Project<\/p>\n

Location<\/strong>
\nJefferson & Plaquemines Parishes, LA
\nWBV \u2013 90 GIWW West Closure Complex
\nBelle Chasse, Louisiana<\/p>\n

Engineer<\/strong>
\nBloengineering Group
\nArcadis
\nHNTB[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Construction Manager<\/strong>
\nUS Army Corps. of Engineers
\nMississippi Valley Division \/ New Orleans District
\nMarrero, LA<\/p>\n

General Contractor<\/strong>
\nGulf Intracoastal Constructors
\nBelle Chasse, LA[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”][vc_single_image image=”2297″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][vc_empty_space height=”10px”]

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<\/span>Croton Water Treatment Plant<\/span><\/div><\/div>[\/vc_column_inner][vc_column_inner width=”1\/2″]
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Type of STAY-FORM\u00ae<\/sup> Application
\n<\/strong>The contractor has had many years of experience using STAY-FORM\u00ae<\/sup>. They are using it to form heavy mat slab bulkheads, wall bulkheads, keyways, inverted keyways and perimeter forms. The base mat slab is five feet thick and the walls are four feet thick (eighty feet high). This project will require 280,000 cubic yards of concrete.<\/p>\n

Project<\/strong>
\nCroton Water Treatment Plant<\/p>\n

Location<\/strong>
\nVan Cortland Park, The Bronx, NY<\/p>\n

Owner<\/strong>
\nNYC Department of Environmental Protection
\nNew York, NY<\/p>\n

Engineer<\/strong>
\nMetcalf and Eddy of NY Inc., New York, NY
\nHayzen and Sawyer, New York, NY<\/p>\n

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Form boards for concrete<\/a>[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]General Contractor<\/strong>
\nSkanska USA Civil Northeast Inc.
\nWhitestone, NY<\/p>\n

Manufacturers Rep<\/strong>
\nBill Sheridan
\nHuntington, NY[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”][vc_single_image image=”2306″ img_size=”full” onclick=”link_image” css_animation=”fadeInLeft” image_hovers=”false”][vc_empty_space height=”10px”]

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<\/span>Flushing Bay Combined Sewer Overflow Retention Facility<\/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<\/strong>
\nDan Peterson, Field Engineer, for this joint venture chose STAY-FORM\u00ae<\/sup> for the bulkheads (approximately 90,000 SQ. FT.) because it was faster and less expensive than alternative methods of building bulkheads in the six feet thick heavy mat slabs (120,000 cubic yards of concrete is required for this tank). Upturned (inverted) and conventional keyways had waterstop located in the middle of the keyway.<\/p>\n

Location<\/strong>
\nFlushing, NY<\/p>\n

Project<\/strong>
\nFlushing Bay CSO Retention Facility
\nTank capacity – 28.5 million gallons (six acres)
\nFlushing, NY<\/p>\n

Owner<\/strong>
\nNYC Dept. of Environmental Protection
\nCorona, NY<\/p>\n

Engineer<\/strong>
\nMalcolm Pirnie
\nWhite Plains, NY[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Engineer<\/strong>
\nURS Greiner Woodward Clyde
\nParamus , NJ<\/p>\n

General Contractor<\/strong>
\nE.E. Cruz \/ Nab \/ Frontier – Kemper, JV
\nPelham, NY<\/p>\n

Manufacturing Representative<\/strong>
\nTom Cavanaugh
\nSparta, NJ[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”]

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<\/span>Newtown Creek WPCP<\/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 primarily used to form the nine feet deep bulkheads, keyways and inverted keyways. It was also used as a perimeter form for the base slab on this 50,000 cubic yards of concrete, water pollution control plant project.<\/p>\n

Project<\/strong>
\nCity Of New York Dep
\nWP – 238 Newtown Creek WPCP
\nPlant Upgrade, NC31G, Structures & Equipment<\/p>\n

Location<\/strong>
\nVan Dam St. & Kingsland Ave.
\nBrooklyn, NY[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]Engineer<\/strong>
\nMalcolm Pirnie Inc.
\nBrooklyn, NY<\/p>\n

General Contractor
\n<\/strong>A. J. Pegno \/ Tully Construction – JV
\nBrooklyn, NY[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”]

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<\/span>Weston Generating Station - Unit 4 - Turbine Pedestal<\/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 application<\/strong>
\nThis was the first time that the superintendent for Miron Construction, Bert Pieper, had used STAY-FORM\u00ae<\/sup>. He said there was “considerable” savings (no labor costs for stripping formwork) in using stay-form in the double keyway bulkheads on the seven feet thick heavy mat slabs. This fast track power plant project required 65,000 cu. yards of concrete. “Time Is Money” and STAY-FORM\u00ae<\/sup> was a time saver on this project.<\/p>\n

Location<\/strong>
\nWeston, WI<\/p>\n

Engineer<\/strong>
\nBlack & Veatch<\/a>
\nOverland Park, KS[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]General Contractor<\/strong>
\nMiron Construction Co., Inc.<\/a>
\nNeenah, WI<\/p>\n

Manufacturers Representative<\/strong>
\nRoy Bach And Associates
\nBatavia, IL[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”]

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<\/span>Daytona International Speedway<\/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>Mike Woods the project superintendent for The Haskell Company used STAY-FORM\u00ae<\/sup> for the first time on the three foot thick bulkheads on the base mat slab for the turn one tunnel project. Being able to continually set the reinforcing steel and not having to strip a conventional 3\/ 4″ plyform bulkhead meant considerable savings in time and labor costs.<\/p>\n

Location<\/strong>
\n1801 W. International Speedway Blvd.
\nDaytona Beach, FL<\/p>\n

Engineer<\/strong>
\nHNTB
\n7077 Bonneval Rd., Suite 440
\nJacksonville, FL[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][vc_empty_space height=”10px”][vc_column_text]General Contractor
\n<\/strong>The Haskell Company
\nJacksonville, FL<\/p>\n

Manufacturers Representative
\n<\/strong>Bill Owens
\nSt. Petersburg, FL[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/2″][vc_empty_space height=”10px”]

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<\/span>Atlantic City Tunnel\/Brigantine Extension<\/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]Stay-form used to form approximately 40,000 square feet of bulkheads for a fast track project.<\/p>\n

Atlantic City Tunnel\/Brigantine Extension
\n<\/b>Atlantic City, NJ<\/p>\n