Ferry service Before the bridge was built, the only practical short route between San Francisco and what is now Marin County was by boat across a section of San Francisco Bay. A ferry service began as early as 1820, with a regularly scheduled service beginning in the 1840s for the purpose of transporting water to San Francisco. In 1867, the Sausalito Land and Ferry Company opened. In 1920, the service was taken over by the
Golden Gate Ferry Company, which merged in 1929 with the ferry system of the
Southern Pacific Railroad, becoming the Southern Pacific-Golden Gate Ferries, Ltd., the largest ferry operation in the world. Once for railroad passengers and customers only, Southern Pacific's automobile ferries became very profitable and important to the regional economy. The ferry crossing between the
Hyde Street Pier in San Francisco and
Sausalito Ferry Terminal in Marin County took approximately 20 minutes and cost $1.00 per vehicle prior to 1937, when the price was reduced to compete with the new bridge. The trip from the
San Francisco Ferry Building took 27 minutes. Many wanted to build a bridge to connect San Francisco to Marin County. San Francisco was the largest American city still served primarily by ferry boats. Because it did not have a permanent link with communities around the bay, the city's growth rate was below the national average. Many experts said that a bridge could not be built across the strait, which had strong, swirling tides and currents, with water deep at the center of the channel, and frequent strong winds. Experts said that ferocious winds and blinding fogs would prevent construction and operation. San Francisco's City Engineer estimated the cost at $100 million (equivalent to $ billion in ), and impractical for the time. He asked bridge engineers whether it could be built for less. At the time, Strauss had completed some 400
drawbridges—most of which were inland—and nothing on the scale of the new project. Strauss's initial drawings were for a massive
cantilever on each side of the strait, connected by a central suspension segment, which Strauss promised could be built for $17 million (equivalent to $ million in ). The bridge faced opposition, including litigation, from many sources. The
Department of War was concerned that the bridge would interfere with ship traffic. The
US Navy feared that a ship collision or sabotage to the bridge could block the entrance to one of its main harbors. Unions demanded guarantees that local workers would be favored for construction jobs.
Southern Pacific Railroad, one of the most powerful business interests in California, opposed the bridge as competition to its ferry fleet and filed a lawsuit against the project, leading to a mass boycott of the ferry service. Another ally was the fledgling
automobile industry, which supported the development of roads and bridges to increase demand for automobiles. San Francisco and most of the counties along the
North Coast of California joined the Golden Gate Bridge District, with the exception being
Humboldt County, whose residents opposed the bridge's construction and the traffic it would generate.
Design elements Strauss was the chief engineer in charge of the overall design and construction of the bridge project. responsibility for much of the engineering and architecture fell on other experts. Strauss's initial design proposal (two double cantilever spans linked by a central suspension segment) was unacceptable from a visual standpoint. Irving Morrow, a relatively unknown residential architect, designed the overall shape of the bridge towers, the lighting scheme, and Art Deco elements, such as the tower decorations, streetlights, railing, and walkways. The famous
International Orange color was Morrow's personal selection, winning out over other possibilities, including the US Navy's suggestion that it be painted with black and yellow stripes to ensure visibility by passing ships. Senior engineer Charles Alton Ellis, collaborating remotely with Moisseiff, was the principal engineer of the project. Moisseiff produced the basic structural design, introducing his "deflection theory" by which a thin, flexible roadway would flex in the wind, greatly reducing stress by transmitting forces via suspension cables to the bridge towers. Ellis was also tasked with designing a "bridge within a bridge" in the southern abutment, to avoid the need to demolish Fort Point, a pre–Civil War masonry fortification viewed, even then, as worthy of historic preservation. He penned a graceful steel arch spanning the fort and carrying the roadway to the bridge's southern anchorage. Ellis was a Greek scholar and mathematician who at one time was a University of Illinois professor of engineering despite having no engineering degree. He eventually earned a degree in civil engineering from the University of Illinois prior to designing the Golden Gate Bridge and spent the last twelve years of his career as a professor at Purdue University. He became an expert in structural design, writing the standard textbook of the time. Only much later were the contributions of the others on the design team properly appreciated. The construction budget at the time of approval was $27 million (equivalent to $ in adjusted for inflation). However, the District was unable to sell the bonds until 1932, when
Amadeo Giannini, the founder of San Francisco–based
Bank of America, agreed on behalf of his bank to buy the entire issue in order to help the local economy. ($ in dollars), and was completed ahead of schedule and $1.3 million under budget (equivalent to $ million in ). The Golden Gate Bridge construction project was carried out by the McClintic-Marshall Construction Co., a subsidiary of
Bethlehem Steel Corporation founded by Howard H. McClintic and Charles D. Marshall, both of
Lehigh University. replaced during the seismic retrofit after the
1989 Loma Prieta earthquake. A total of 1.2 million steel rivets hold the bridge's two towers together. Strauss remained head of the project, overseeing day-to-day construction and making some groundbreaking contributions. A graduate of the
University of Cincinnati, he placed a brick from his alma mater's demolished McMicken Hall in the south anchorage before the concrete was poured. Strauss also innovated the use of movable safety netting beneath the men working, which saved many lives. Nineteen men saved by the nets over the course of the project formed the
Half Way to Hell Club. Nonetheless, eleven men were killed in falls, ten on February 17, 1937, when a scaffold (secured by undersized bolts) with twelve men on it fell into and broke through the safety net; two of the twelve survived the fall into the water. The
Round House Café diner was then included in the southeastern end of the Golden Gate Bridge, adjacent to the tourist plaza which was renovated in 2012. The Round House Café, an Art Deco design by
Alfred Finnila completed in 1938, has been popular throughout the years as a starting point for various commercial tours of the bridge and an unofficial gift shop. The diner was renovated in 2012
Contributors Plaque of the major contributors to the Golden Gate Bridge lists contractors, engineering-staff, directors and officers:
Contractors • Foundations -
Pacific Bridge Company • Anchorages -
Barrett & Hilp • Structural steel - Main span -
Bethlehem Steel Company Incorporated • Approach steel - J.H. Pomeroy & Company Incorporated - Raymond Concrete Pile Company • Cables -
John A. Roebling's Sons Company • Electrical work - Alta Electric and Mechanical Company Incorporated • Bridge deck - Pacific Bridge Company • Presidio Approach Roads and Viaducts - Easton & Smith • Toll Plaza - Barrett & Hilp
Engineering staff • Chief engineer - Joseph B. Strauss • Principal assistant engineer - Clifford E. Paine • Resident engineer - Russell Cone • Assistant engineer - Charles Clarahan Jr., Dwight N. Wetherell • Consulting engineer - O.H. Ammann, Charles Derleth Jr., Leon S. Moisseiff • Consulting traffic engineer - Sydney W. Taylor Jr. • Consulting architect - Irving F. Morrow • Consulting geologist - Andrew C. Lawson, Allan E. Sedgwick
Directors • San Francisco - William P. Filmer, Richard J. Welch, Warren Shannon, Hugo D. Newhouse, Arthur M. Brown Jr., John P. McLaughlin, William D. Hadeler, C.A. Henry, Francis V. Keesling, William P. Stanton, George T. Cameron • Marin County - Robert H. Trumbull, Harry Lutgens • Napa County - Thomas Maxwell • Sonoma County -
Frank P. Doyle, Joseph A. McMinn • Mendocino County - A. R. O'Brien • Del Norte County - Henry Westbrook Jr., Milton M. McVay
Officers • President - William P. Filmer • Vice President - Robert H. Trumbull • General manager - James Reed, Alan McDonald • Chief engineer - Joseph B. Strauss • Secretary - W. W. Felt Jr. • Auditor - Roy S. West, John R. Ruckstell • Attorney - George H. Harlan
Torsional bracing retrofit On December 1, 1951, a windstorm revealed swaying and rolling instabilities of the bridge, resulting in its closure. In 1953 and 1954, the bridge was retrofitted with lateral and diagonal bracing that connected the lower chords of the two side trusses. This bracing stiffened the bridge deck in torsion so that it would better resist the types of twisting that had destroyed the
Tacoma Narrows Bridge in 1940.
Bridge deck replacement (1982–1986) The original bridge used a
concrete deck.
Salt carried by fog or mist reached the
rebar, causing
corrosion and concrete
spalling. From 1982 to 1986, the original bridge deck, in 747 sections, was systematically replaced with a 40% lighter, and stronger, steel
orthotropic deck panels, over 401 nights without closing the roadway completely to traffic. The roadway was also widened by two feet, resulting in outside curb lane width of 11 feet, instead of 10 feet for the inside lanes. This deck replacement was the bridge's greatest engineering project since it was built and cost over $68 million.
Opening festivities, and 50th and 75th anniversaries The bridge-opening celebration in 1937 began on May 27 at 6:00a.m. and lasted for one week. The day before vehicle traffic was allowed, 200,000 people crossed either on foot or on roller skates. Donald Bryan, a student
sprinter from the
San Francisco Junior College (now the City College of San Francisco), was the first to make it across the bridge from end to end. Although the bridge is designed to flex in that way under heavy loads, and was estimated not to have exceeded 40% of the yielding stress of the suspension cables, bridge officials stated that uncontrolled pedestrian access was not being considered as part of the 75th anniversary on Sunday, May 27, 2012, because of the additional law enforcement costs required "since
9/11." To commemorate the bridge's 75th anniversary, automated user-controlled
solar beacons were temporarily installed atop the towers. File:GoldenGateBridge openingday.jpg|A pedestrian poses at the old railing on opening day, 1937. File:Golden Gate Bridge Opening - (1936).ogg|Opening of the Golden Gate Bridge File:Invitation to Golden Gate Bridge opening, 1937.jpg|Official invitation to the opening of the bridge. This copy was sent to the City of
Seattle. ==Structural specifications==