Building a bridge from San Francisco to Oakland once deemed impossible
For years, engineers thought a bridge could not be built from San Francisco to Oakland because the water between the two cities was too deep (100 feet at some points) and too wide. Streetcar lines fed passengers to a fleet of ferry boats crossing the bay. In 1928, ferries carried over 46 million passengers between the two shorelines. However, as the automobile increased in popularity, the need for a bridge became more urgent. Fortunately for the designers, Yerba Buena Island located between the two shores is a mountain of shale. The island could be used as an anchorage for two separate bridges.

The crossing from the Oakland shoreline to Yerba Buena Island was an immense feat of engineering. The 10,176-foot cantilever bridge spanning the space was the longest bridge of its kind in 1936. The bridge has the world's deepest bridge pier, sunk 242 feet below the water level.

The East Bay cantilever bridge and the suspension bridge from San Francisco meet at Yerba Buena Island via a tunnel through the shale hill on the island. The largest diameter bore tunnel in the world, the Yerba Buena Tunnel measures 76 meet wide, by 56 feet high.

Almost as soon as the Bay Bridge was opened in 1936, traffic exceeded levels predicted for 1950. Traffic continued to increase and in 1958, $49 million was allocated to re-configure the bridge. The railway system was removed and the upper deck was realigned to carry five lanes of westbound truck and auto traffic. The lower deck carried five lanes of eastbound traffic.

Increasing traffic volumes led to creating HOV lanes in 1971, and by 1973 more than half of the 50,000 commuters using the bridge during morning rush hour were using the HOV lanes. Installation of a signal system to regulate traffic on the bridge also helped with congestion, allowing as many as 500 more vehicles per hour to cross the bridge during peak periods.

In 1989, a section of the East Span of the Bay Bridge was damaged in the Loma Prieta earthquake. Bolts holding a section of the upper deck on the truss section sheared, causing a portion of the deck to unhinge and fall onto the lower deck. Interim retrofit work to prevent any future failures has begun on the East Span until the new bridge can be built. The West Span of the bridge will be retrofitted, but not replaced.
 
HBG Constructors - A Design-Build and Construction Company Articles catalogue