HistoricBridges.org Menu: HistoricBridges.org Menu:

We Recommend:
Bach Steel - Experts at historic truss bridge restoration.

HistoricBridges.org: Bridge Browser

3rd Street Islais Creek Bridge

Levon Hagop Nishkian Bridge

3rd Street Islais Creek Bridge

Primary Photographer(s): Nathan Holth

Bridge Documented: April 7, 2013

View Photos
and Videos
View Maps
and Links

Facility Carried / Feature Intersected
3rd Street Over Islais Creek
San Francisco: San Francisco County, California: United States
Construction Date and Builder / Engineer
1945 By Builder/Contractor: Unknown and Engineer/Design: Leon Hagop Nishkian of San Francisco, California
Rehabilitation Date
Not Available or Not Applicable
Main Span Length
105.0 Feet (32 Meters)
Structure Length
120.0 Feet (36.6 Meters)
Roadway Width
68.2 Feet (20.79 Meters)
1 Main Span(s)
Inventory Number

Historic Significance Rating (HSR)
View Information About HSR Ratings

Bridge Documentation

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

This bridge is a wide double leaf bascule that has three girder lines, two on the edges and one in the center. The bridge girders are configured as railing height girders, where the deck girder is positioned such that its upper portion rises slightly above the deck like a through girder, while the remaining girder remains below the deck like a deck girder. This technique which increases clearance under the lowered bridge and also provides a railing on the bridge deck was a technique employed frequently in Chicago, Illinois but the design is uncommon elsewhere, making this bridge somewhat unusual on a local basis. Another unusual detail is that the racks for the bascule leaves rise far above the deck, rather than being concealed below the deck level. Special metal covers provide both protection and decorative visual details for these above deck racks.

This bridge was designed by Leon Hagop Nishkian, a noted consulting engineer of the period. The bridge has been officially named after Leon's grandson, whose name differs by a single letter, thus the name of the bridge is Levon Hagop Nishkian Bridge.


Information About Leon Hagop Nishkian

San Francisco was a partially ruined city, badly in need of rebuilding, at the time L.H. Nishkian received his degree of B.S. in Civil Engineering from the University of California. He, with others, immediately started on that job and remained at it.

Mr. Nishkian started his engineering work back in 1906 when he went to work for G. Albert Landsburgh, Architect, on the two Gunst buildings, the old Orpheum Theater on O'Farrell Street and several others that showed that the confidence in him, even at his then youth, was not misplaced. Following his graduation, Mr. Nishkian was associated for several years with engineering firms and architects as a structural engineer in the design and construction of steel and concrete buildings. After a short period on railroad location in Oregon, he was again back in San Francisco on the construction of the most familiar of all local landmarks, the Palace Hotel.

In 1909, following a period with the Pacific Rolling Mills as a steel detailer he went to Southern California to join the force of Parkinson and Sergstrom, well know architects of Los Angeles, where he worked on the designs of the Los Angeles Athletic Club, the Los Angeles Title Insurance and the Union Oil Buildings, and as assistant chief engineer for construction of steel-frame buildings.

Two years later, in 1911, Mr. Nishkian was appointed assistant engineer in the office of the city engineer of San Francisco, Calif. After three years he became hydraulic structural engineer for the San Francisco Board of Public Works, devoting his time to the design of buildings, tunnels, dams and other private structures for the city, and also checking the structural design of private buildings. Here he worked on the Geary Street car barns, the Hetch Hetchy project and finally as Consulting Structural Engineer for the City of San Francisco Building Department.

The private firm MacDonald and Kahn finally succeeded in retaining him in 1918 and 1919 to design a number of buildings in the city's "automobile row," the California Raisin Growers Association plant in Fresno, and he was engaged in designing and supervising the construction of concrete buildings.

With thirteen years of experience in every phase of engineering behind him, Mr. Nishkian opened offices as a consulting engineer, in San Francisco, on steel and concrete buildings and on other types on construction requiring the services of a skilled engineer. He and his staff completed over 1,800 jobs in the West, from bascule bridges to a proposal for an off-shore airport in San Francisco Bay. Along the way, Nishkian senior won a reputation for brilliance. One widely used innovation of his helped his reputation. He and D. Steinman, designer of the Mackinac Bridge, in Michigan, developed the method of conjugate points, which allowed graphic solution of continuous beam problems. He was also consultant for the San Francisco Bay Bridge and the Golden Gate Bridge and designed the Golden Gate Bridge Toll Booths.

Many notable structures of the Pacific coast are the result of his work as a consulting engineer. They include the Lake Eleanor Dam in the High Sierras, a unit in San Francisco's municipal Hetch Hetchy water supply system, The Levon Hagop Nishkian bascule bridge on Third Street over Isalis Creek, San Francisco Bridge, and the Williams-Nishkian Bridge in Pasadena. He was for many years structural engineer for the Bank of America completing the head office of the Bank of America at Pine and Montgomery Streets and supervising the engineering and construction of buildings erected for bank occupancy throughout California.

During World War II he was designated engineer for many large projects undertaken in the west by the United States Army, the Navy, and the Maritime Commission, including the Toole Ammunition Depot in Utah and the Joshua Hendry Iron Works at Sunnyvale, Calif. Of particular note was his role in the "righting" of the Arizona, sunk in the attack on Pearl Harbor. After repeated attempts at a solution the Navy finally brought in Mr. Nishkian who devised a unique flotation system to allow the remains of sailors to finally be retrieved from the wreck.

He was also retained by Henry Kaiser to design Richmond (Calif.) Shipyard No. 3. Several engineering reports were made for Mr. Kaiser during the later parts of the war, including one on the feasibility of electrifying railroad lines across the Sierras. Of his engineering work that is not strictly steel designing, perhaps the best known projects are those for Henry J. Kaiser for whom he designed and did much of the work at The Permanente Plant, Permanente, Calif. and others at Radum, California, to be followed by engineering work for several of Mr. Kaiser's associated companies. Since the beginning of the defense program the number of buildings he has engineered for the Joshua Hendy Iron Works at Sunnyvale, California, is such that the plant must be seen in order to realize its great extent, and the same might be said of the Kaiser Yards at Richmond.

Among the many landmarks that are familiar to most people which were engineered by Nishkian are the Loews Warfield Theater at Market and Taylor Streets, San Francisco's most pretentious theater; the Fox Theater Building; the Bellaire Apartment atop Russian Hill; the Insurance Center Building at Pine and Sansome Streets, much of the San Francisco waterfront, and the Furniture Exchange at Market and Tenth. He also engineered the Castro Theater in San Francisco and the Paramount in Oakland.

Not that his work has been restricted to the confines of San Francisco; far from it, for his field has expanded to embrace all of California and frequently has extended into neighboring states and territories and even into Federal work and foreign countries, as a consulting engineer. It was not at all uncommon to hear, "If you've got a tough steel framing job, better get Nish," and it is not at all surprising to learn that the tough problems of even Federal and foreign work, eventually found their way into his offices before their solutions were found.

The forty years since Mr. Nishkian left college no way inhibited his habit of keeping abreast, and usually several years ahead, of modern practice in Civil Engineering. Many of the ideas that were called Nishkian radicals are in common practice today. The "tough ones," the problems that stump most engineers, sooner or later found their way to Nishkian's office to come out solved. Some years ago, the American Society of Civil Engineers published a bulletin on "Moments in Restrained and Continuous Beams by the Method of Conjugate Parts," by L.H. Nishkian and D.B. Steinman, which bulletin has been of great use to the designers of continuous structures.

Nishkian was one of the most well known structural engineers of his time, and a list of those who worked with and learned from him, reads like a who's who of San Francisco engineers. Mr. Nishkian was Engineering Certificate #24 in the State of California. Among his associates in the engineering profession and the fellow members of the committees on which he served, Mr. Nishkian was noted for his keen analytical mind and his determination to ascertain basic facts.

Throughout his career Mr. Nishkian gave freely of his time and services toward the advancement of the engineering profession, and to organizations engaged in civic and public welfare work. He had many friends in and out of the profession and lived an exemplary life, making the golden rule his gospel in everyday dealings.

For ten years Mr. Nishkian represented the Northern California Section of the Society [of Civil Engineers] on the state-wade committee which drew up the "Building Code for California." He was active in committee work for both the San Francisco Chamber of Commerce and the California Chamber of Commerce, and he also served on the committee of engineers rehabilitating San Francisco schools for earthquake stability in 1933. He was past president of the Consulting Engineers Association of California, and at his death was serving as vice-president of the San Francisco Section of the Society. Mr. Nishkian was also one of the founders of, and served as, the ASCE Retirement Trust Chairman. He was also a member of the Flat Slab Committee of the American Concrete Institute.

In 1942, he was appointed consulting engineer for the Golden Gate Bridge and Highway District, remaining in that capacity until his death. The people of San Francisco will always remember Leon N. Nishkian as one who gave unstintingly of his time and effort in his endeavor to make San Francisco, the City he so dearly loved, the principal city in these United States. The Board of Supervisors, noting with keen regret the passing of Leon N. Nishkian, passed Resolution 6596 in memoriam and "adjourned this day [Monday, June 2, 1947] out of respect for the memory of the late Leon N. Nishkian."

Source: Architect and Engineer, June 1945, by Mark Daniels, A.I.A., pgs 14-18. See www.nishkian.com for more details.


Photo Galleries and Videos: 3rd Street Islais Creek Bridge


View Photo Gallery

Bridge Photo-Documentation

Original / Full Size Photos
A collection of overview and detail photos. This gallery offers photos in the highest available resolution and file size in a touch-friendly popup viewer.
Alternatively, Browse Without Using Viewer


View Photo Gallery

Bridge Photo-Documentation

Mobile Optimized Photos
A collection of overview and detail photos. This gallery features data-friendly, fast-loading photos in a touch-friendly popup viewer.
Alternatively, Browse Without Using Viewer


View Video

CarCam: Northbound Crossing

Full Motion Video
Note: The downloadable high quality version of this video (available on the video page) is well worth the download since it offers excellent 1080 HD detail and is vastly more impressive than the compressed streaming video. Streaming video of the bridge. Also includes a higher quality downloadable video for greater clarity or offline viewing.


Maps and Links: 3rd Street Islais Creek Bridge

Coordinates (Latitude, Longitude):

Search For Additional Bridge Listings:

Bridgehunter.com: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

Bridgehunter.com: View listed bridges within 10 miles (16 kilometers) of this bridge.

HistoricBridges.org Bridge Browser: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

HistoricBridges.org Bridge Browser: View listed bridges within 10 miles (16 kilometers) of this bridge.

2021 National Bridge Inventory: View listed bridges within 0.5 miles (0.8 kilometers) of this bridge.

Additional Maps:

Google Maps

Google Streetview (If Available)

Bing Maps


GeoHack (Additional Links and Coordinates)

Apple Maps (Via DuckDuckGo Search)

Apple Maps (Apple devices only)


HERE We Go Maps

ACME Mapper

Waze Map

Android: Open Location In Your Map or GPS App

Flickr Gallery (Find Nearby Photos)

Wikimedia Commons (Find Nearby Photos)

Directions Via Sygic For Android

Directions Via Sygic For iOS and Android Dolphin Browser

USGS National Map (United States Only)

Historical USGS Topo Maps (United States Only)

Historic Aerials (United States Only)

CalTopo Maps (United States Only)

Home Top


About - Contact

© Copyright 2003-2023, HistoricBridges.org. All Rights Reserved. Disclaimer: HistoricBridges.org is a volunteer group of private citizens. HistoricBridges.org is NOT a government agency, does not represent or work with any governmental agencies, nor is it in any way associated with any government agency or any non-profit organization. While we strive for accuracy in our factual content, HistoricBridges.org offers no guarantee of accuracy. Information is provided "as is" without warranty of any kind, either expressed or implied. Information could include technical inaccuracies or errors of omission. Opinions and commentary are the opinions of the respective HistoricBridges.org member who made them and do not necessarily represent the views of anyone else, including any outside photographers whose images may appear on the page in which the commentary appears. HistoricBridges.org does not bear any responsibility for any consequences resulting from the use of this or any other HistoricBridges.org information. Owners and users of bridges have the responsibility of correctly following all applicable laws, rules, and regulations, regardless of any HistoricBridges.org information.

Admin Login