US Army Corps of Engineers - East New Orleans, LA (Lake Borgne Barrier Sector Gate)
Project Photos

Type of STAY-FORM® Application
STAY-FORM® 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.

Project
GIWW  Lake Borgne  Barrier Sector Gate
Segment 6, Flood Gate Monolith,
Inner Harbor Navigation Canal
Hurricane Protection Project

Location:
Orleans & St. Bernard Parishes, LA
East New Orleans, Louisiana

Engineer
Ben C. Gerwick, Inc.
Oakland, CA

Construction Manager
US Army Corps. Of Engineers
Mississippi Valley Division
New Orleans District
Marrero, LA

General Contractor
Shaw Group
New Orleans, LA

Concrete Contractor
C.J. Mahan Construction Company
New Orleans, LA

US Army Corps of Engineers - Belle Chasse, LA
Project Photos

Type of STAY-FORM® Application
STAY-FORM® was used in the bulkheads for the twelve foot thick base mat slab that supported the pump station and lift gates.

Project
GIWW West Closure Complex
Contract No. W912 P8-09-C-0041
Westbank & Vianity, NO, LA
Hurricane Protection Project

Location
Jefferson & Plaquemines Parishes, LA
WBV – 90 GIWW West Closure Complex
Belle Chasse, Louisiana

Engineer
Bloengineering Group
Arcadis
HNTB

Construction Manager
US Army Corps. of Engineers
Mississippi Valley Division / New Orleans District
Marrero, LA

General Contractor
Gulf Intracoastal Constructors
Belle Chasse, LA

Croton Water Treatment Plant
Project Photos

Type of STAY-FORM® Application
The contractor has had many years of experience using STAY-FORM®. 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.

Project
Croton Water Treatment Plant

Location
Van Cortland Park, The Bronx, NY

Owner
NYC Department of Environmental Protection
New York, NY

Engineer
Metcalf and Eddy of NY Inc., New York, NY
Hayzen and Sawyer, New York, NY

General Contractor
Skanska USA Civil Northeast Inc.
Whitestone, NY

Manufacturers Rep
Bill Sheridan
Huntington, NY

Flushing Bay Combined Sewer Overflow Retention Facility
Project Photos

Type of STAY-FORM® application
Dan Peterson, Field Engineer, for this joint venture chose STAY-FORM® 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.

Location
Flushing, NY

Project
Flushing Bay CSO Retention Facility
Tank capacity – 28.5 million gallons (six acres)
Flushing, NY

Owner
NYC Dept. of Environmental Protection
Corona, NY

Engineer
Malcolm Pirnie
White Plains, NY

Engineer
URS Greiner Woodward Clyde
Paramus , NJ

General Contractor
E.E. Cruz / Nab / Frontier – Kemper, JV
Pelham, NY

Manufacturing Representative
Tom Cavanaugh
Sparta, NJ

Newtown Creek WPCP
Project Photos

Type of STAY-FORM® Application
STAY-FORM® 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.

Project
City Of New York Dep
WP – 238 Newtown Creek WPCP
Plant Upgrade, NC31G, Structures & Equipment

Location
Van Dam St. & Kingsland Ave.
Brooklyn, NY

Engineer
Malcolm Pirnie Inc.
Brooklyn, NY

General Contractor
A. J. Pegno / Tully Construction – JV
Brooklyn, NY

Weston Generating Station - Unit 4 - Turbine Pedestal
Project Photos

Type of stay-form application
This was the first time that the superintendent for Miron Construction, Bert Pieper, had used STAY-FORM®. 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® was a time saver on this project.

Location
Weston, WI

Engineer
Black & Veatch
Overland Park, KS

General Contractor
Miron Construction Co., Inc.
Neenah, WI

Manufacturers Representative
Roy Bach And Associates
Batavia, IL

Daytona International Speedway
Project Photos

Type of STAY-FORM® Application
Mike Woods the project superintendent for The Haskell Company used STAY-FORM® 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.

Location
1801 W. International Speedway Blvd.
Daytona Beach, FL

Engineer
HNTB
7077 Bonneval Rd., Suite 440
Jacksonville, FL

General Contractor
The Haskell Company
Jacksonville, FL

Manufacturers Representative
Bill Owens
St. Petersburg, FL

Atlantic City Tunnel/Brigantine Extension
Project Photos

Stay-form used to form approximately 40,000 square feet of bulkheads for a fast track project.

Atlantic City Tunnel/Brigantine Extension
Atlantic City, NJ

  • Construction Manager: Parsons Brinkerhoff, Inc. Princeton, NJ
  • GC: Yonkers Contracting / Granite Construction (Joint Venture)
  • Stay-form Dealer: Conesco Industries, Ltd. Little Ferry, NJ
Bridgestone/Firestone Tire Manufacturing Plant
Project Photos

Bulkheads in 6 foot thick heavy mat slab. Concrete poured in three sections of 2200 cubic yards, 1900 cubic yards, and 1700 cubic yards.

Bridgestone/Firestone Tire Manufacturing Plant
Aiken County, SC

  • GC: Bectel Corp.
  • Concrete Contractor: Baker Concrete Construction Ninroe, OH
  • Stay-form Dealer: W.C. Caye (Hughs Supply)