deck girder

Both steel and concrete deck girders have the same external shape.

"You would've been hit full force by the transformer if its flange hadn't caught on a deck girder."

Two deep deck girders, iron plate webs with riveted angle flanges and web stiffeners, carry the road.

This allows the inshore installation of deck girders and equipment and the later transport of the whole structure to the installation site.

These footings hold struts which in turn hold up a series of deck girders which in turn hold steel plates.

The city's road network includes 20 permanent bridges, 6 of which are reinforced concrete deck girder (RCDG) bridges.

The Great Northern Railway Underpass at Stanley, North Dakota is a concrete deck girder bridge that was built in 1937.

The ashlar also forms the abutments for the overpasses carrying the railroad tracks across city streets, which are steel plate through girder or deck girder bridges.

The bridge's three spans are steel deck girders; the center span has girders of varying depth while the approach spans have uniform-depth girders.

The Court Street Bridge is a center-bearing swing span Warren through truss bridge with two steel deck girder approach spans supported on a concrete substructure.

He is also credited with constructing the first iron deck girder bridge in the U.S. for the Baltimore & Susquehanna near Bolton in the period 1846-47.

This steel deck girder bridge spans the back channel of the Ohio River between Coraopolis, Pennsylvania, and Neville Township, Pennsylvania.

The three main spans of the bridge (two are deck girder spans and the other is a five-span steel deck) are cable suspended with a stiffening through Warren truss.

The rolling counterweight single-leaf bascule bridge with a deck girder movable leaf is the only example of the late 19th-century bridge type in the state of New Jersey and possibly the entire country.

Designed by Waddell and Hardesty Consulting Engineers, the double-leaf bascule deck girder bridge was built by the New Jersey Highway Department, the predecessor to NJDOT.

He had already built a bowstring or tied arch bridge at Windsor (1849) consisting of three triangular cross-section cellular arch ribs "strung" by wrought iron deck girders supported by vertical hangers from the arches.

The bridge uses an orthotropic steel deck girder for a central section of the 360 m long main span, while the rest of the main span and the short lateral spans are a prestressed concrete girder.

By all going to the same footing, the upper part of the deck girders are thus in tension and the moment of the cantilever section is offset by the moment of the water impinging on that section.

Visitors can view these remnants and the intact span, pier and abutments of the railroad's deck girder bridge over Sycolin Creek from unpaved paths that travel between the streams in NVRPA's Two Creeks Trail Area on the north side of the trail.