The project does give a very good example of what plagues all engineering: decision authority is at the top held by one or two who know squat and the people who know everything have no authority.... and yes, to answer a previous post, better information was offered (and ignored for the sake of cost) with a disaster as the result:
"Washington State engineer
Clark Eldridge produced a preliminary tried-and-true conventional suspension bridge design, and the
Washington Toll Bridge Authority requested $11 million from the Federal
Public Works Administration (PWA). Preliminary construction plans by the Washington Department of Highways had called for a set of 25-foot-deep (7.6 m)
trusses to sit beneath the roadway and stiffen it.
However, according to Eldridge, "Eastern consulting engineers"—by which Eldridge meant
Leon Moisseiff --petitioned the PWA and the
Reconstruction Finance Corporation (RFC) to build the bridge for less.//////Moisseiff argued for stiffening the bridge with a set of eight-foot-deep plate girders rather than the 25 feet (7.6 m)-deep trusses proposed by the Washington Toll Bridge Authority.
Moisseiff's design won out, as the other proposal was considered to be too expensive.
The bridge was designed with two lanes, and it was just 39 feet (12 m) wide. This was quite narrow, especially in comparison with its length.
The decision to use such shallow and narrow girders proved to be the original Tacoma Narrows Bridge's undoing. With such minimal girders, the deck of the bridge was insufficiently rigid and was easily moved about by winds; from the start, the bridge became infamous for its movement. This flexibility was experienced by the builders and workmen during construction, which led some of the workers to christen the bridge "Galloping Gertie". The nickname soon stuck, and even the public (when the
toll-paid traffic started) felt these motions on the day that the bridge opened on July 1, 1940."
additional:
"
Cause of the collapse
The bridge was solidly built, with girders of carbon
steel anchored in huge blocks of concrete. Preceding designs typically had open lattice beam trusses underneath the roadbed.
This bridge was the first of its type to employ plate girders (pairs of deep
I-beams)
to support the roadbed. With the earlier designs any wind would simply pass through the truss, but in the new design the wind would be diverted above and below the structure. Shortly after construction finished at the end of June it was discovered that the bridge would sway and buckle dangerously in relatively mild windy conditions that are common for the area."