North Avenue Bridge

The 1877 bridge and its counterparts, while the most common bridge of the mid 19th century, were criticized by both the shipping and real estate industries of Chicago. As the 19th century came to a close, shipping vessels had grown larger, and the swing bridges' center piers had become navigational hazards. In addition, each swing span required a large clearance around the bridge, preventing the development of docking facilities near the bridge. As open land along the Chicago River grew scarce, real estate and shipping companies grew increasingly critical of the swing spans. No progress was made on the issue until 1890, when the United States Congress gave the United States War Department the authorization to build new bridges over waterways, and to force changes to existing bridges that posed a hazard to navigation. In 1892, the directive was enforced in Chicago when a just completed bridge at Canal Avenue was ordered removed by the U. S. Army Corps of Engineers. That year, the city's engineers began to study suitable alternatives to the hazardous swing span bridge. The search generated disagreement between the Scherzer Rolling Lift Company of Chicago and Chicago Department of Public Works City Engineer John E. Ericson. Although the rolling lift bridge (a type of bascule bridge) was mechanically the most simple alternative, engineers soon discovered that the span applied its load in a rolling motion on its foundation, crumbling poorly built foundations. Ericson directed his staff to investigate other bridges in the U. S. and Europe, eventually finding that the Tower Bridge (1894) would be an appropriate starting point. With a model bridge that was patent free, had a fixed center of gravity and simple mechanical motion, in 1900 Ericson prompted the Chicago City Council to allocate funding to replace five deteriorating swing span bridges. The first five bridges were built at Clybourn Place (later Cortland Avenue) in 1902, Division Street over both the North Branch Canal (1903) and the Chicago River (1904), 95th Street over the Calumet River (1903) and at Western Avenue over the North Branch Canal (1904). During the same period of time, the Scherzer Company built seven of their rolling lift bridges over the Chicago Sanitary and Ship Canal, which was widened to accommodate larger flows from the recently reversed Chicago River. These bridges, built under the authority of the Chicago Sanitary District, only needed to be approved by the Corps of Engineers, not the Department of Public Works. By 1904, the city had obtained permission to issue bonds to replace the rest of the swing bridges on the Chicago River. Ericson sent the Scherzer Company and the Sanitary District specifications for the bridge in 1905. A design by John W. Page, the inventor of a bascule bridge over the Sanitary and Ship Canal, was rejected in March 1905 due to noncompliance to specifications. The Scherzer Company waited until the bidding deadline to submit two separate designs; both of these were also rejected due to noncompliance. Two contracts were bid out for the trunnion style bascule bridge that Ericson had pioneered; one contract for $81,369 (1905) went to the Jackson and Corbett Company for the substructure, and one for $111,983 (1905) went to the Roemheld and Gallery Company for superstructure work. After the decision, Scherzer brought its argument with Ericson into court, arguing that the Department of Public Works had "maliciously, fraudulently and unlawfully" prohibited Scherzer from bidding their bridge design, which they claimed was both superior in quality and less expensive. A settlement was reached in August 1905, and construction for the new North Avenue Bridge began in early 1906. Ericson was removed from the Public Works' bridge division and control over bridge design was passed to a separate administrative entity headed by Thomas G. Pihlfeldt. However, under Pihlfeldt's guidance the city continued to express preference for the trunnion bascule design.

Due to age and the high cost of maintenance, a replacement fixed span bridge was built through 2007–2008. The new bridge is a fixed span, hybrid suspension/cable stayed bridge of the same height but nearly twice as long in length. The original bridge was two lanes wide; the new bridge has four lanes plus sidewalks, helping to reduce congestion caused by the 40,000 cars/day that travel on the bridge. James McHugh Construction Company served as the general contractor for the new bridge. Designs for the new North Avenue Bridge were constrained by several factors. An active railroad line runs along the eastern bank of the river, requiring a level crossing or overpass. The banks of the Chicago River were to be kept open and utilized for further development. The United States Coast Guard required the bridge to have a vertical clearance of 18 feet (5 m). Finally, the new crossing, situated at the northern tip of Goose Island and having a clear view to the Chicago skyline, was required to be aesthetically pleasing. Due to rising costs of steel, the construction of a new bascule bridge was ruled out. The length of the crossing proved to be too short for a pure suspension bridge, while a pure cable stayed bridge would require a larger tower than preferred for the site. As a result, engineers turned to the concept of a hybrid suspension/cable stayed bridge. Prior to work on the new bridge, work crews constructed and opened a temporary bridge just to the north of the new bridge. The temporary bridge allowed for the relocation of utilities, construction of an improved river wall and uninterrupted substructure construction for the new bridge. The center span was constructed on three barges in the Chicago River, because of Coast Guard regulations that required the channel to be open at all times. After the center span was constructed, it was towed to the bridge, where 16 jacks lifted the span into place. The new bridge was completed in 22 months, and cost US$25,000,000 to build.