MD10495 GEORGE WASHINGTON BRIDGE MAJOR DECK REPLACEMENT PROJECT 1977-78 CONSTRUCTION FILM

Sponsored by United States Steel, this film examines a major deck replacement project on the George Washington Bridge undertaken by the Port Authority of New York and New Jersey in 1977-78. The bridge is described as the world’s most heavily traveled bridge, and opened in 1931, with over 1.6 billion vehicles having crossed it through 1977. It documents a $37 million project necessitated by wear, and to accommodate the significant traffic volume. The replacement process involved a lot of innovation, with new orthotropic steel panels and segmented construction employed to maintain traffic flow. Significant coordination was required between day and night work routines to minimize disruption; in the end the bridge remained functional for both local commuters and the broader metropolitan area.

00:00 The George Washington Bridge is maintained by the Port Authority of New York and New Jersey to enhance commerce in the Port District. 0:52 – The bridge serves as a northern bypass around Manhattan, crucial for metropolitan transport. 1:00 – A $37 million project was initiated to replace the upper level deck. 1:13 – Originally built with six lanes, the bridge now accommodates 14 lanes, with 80 million vehicles annually. 1:30 – The upper level deck replacement was a significant challenge to maintain traffic flow. 1:41 – The bridge’s original design anticipated traffic increases. 2:02 – Historical footage shows the daring work of original steel workers, though safety has since improved. 2:19 – The construction process includes erecting towers, spinning cables, and installing the roadway. 2:31 – Coordinated work between land and river teams was necessary for installing main floor beams. 2:50 – The deck replacement plan allowed for traffic during peak hours using segmented construction. 3:16 – The original deck withstood heavy use and weather effects for 46 years but deteriorated significantly by the 1970s. 3:32 – Major repairs since 1961 led to the decision for a full deck replacement. 4:02 – New criteria for the deck included improved wear, longevity, and minimal maintenance. 4:43 – A test program in 1974 tested pre-fabricated orthotropic steel panels for replacement. 5:02 – Delamination issues were discovered during these tests. 5:11 – Orthotropic panels were stiffened with ribs and various asphalt surfaces tested. 5:26 – The final design used prepped orthotropic modules for quick installation. 5:43 – Each module could replace a 160x44t bay overnight, maintaining traffic flow. 6:05 – Modules were sealed with neoprene compression seals to manage expansion and contraction. 7:05 – Fabrication was handled by Carl Kotch Erecting Company in Carteret, New Jersey. 7:19 – Fabrication involved high-strength, maintenance-free A588 weathering steel. 7:41 – Assembly line fabrication included lifting plates with vacuum pads and automatic welding. 9:49 – Over 200 miles of welding and thousands of holes punched were part of the process. 10:43 – Milling ensured precise panel dimensions. 11:05 – Panels were modified for drainage and pavement constraints. 12:10 – Quality checks included deflection tests and surface preparation for pavement adhesion. 13:15 – A special asphalt concrete was chosen 14:15 – Nightly operations involved removing old deck sections and installing new modules. 15:06 – Installation was split into day and night routines 17:11 – Nighttime work included traffic rerouting and actual deck replacement in phases. 18:09 – Traffic control was crucial for safe two-way flow during construction. 19:01 – The deck replacement was executed in four phases: saw cutting, removal, temporary support, and new panel installation. 21:00 – Steel cleaning and painting were critical for new installations. 23:45 – The process ensured minimal disruption, with the new deck installed within schedule. 26:16 – This project showcased an effective method for bridge deck replacement.

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