The Southwest Highway Bridge crosses the Cal Sag Canal between the LaGrange Road Bridge and the Harlem  Avenue Bridge.   It was built in 1931.  It was rehabbed in 1971 and 2003.The builder/contractor is unknown.  

     It is a metal 9 panel rivet-connected Parker through truss, fixed and approach spans: metal continuous stringer (multi-beam) fixed.  There is one main span and four approach spans. The main span length is 216 feet.  The structure measures 346.5 feet.  Roadway width is 43.6 feet.

Bridge Inspection as of 8/2011

Deck                              Condition         Rating.       Satisfactory  6 out of 9

Superstructure.         Condition.        Rating.       Satisfactory 6 out of 9

Substructure.             Condition.        Rating.        Satisfactory 6 out of 9

Appraisal:     Functionally  Obsolete

The LaGrange Road Bridge over the Cal Sag Canal is a unique bridge.  It is actually two side by side identical bridges. They were built in 1967.  The description is an 8 panel bolt connected polygonal Warren through Truss, fixed and approach spans:  metal contiguous stringer multibeam fixed.    The main span length is 289.7 feet.  Structure length is 445 feet. Roadway width is 30.8 feet.  There is one main span and 5 approach spans.

It was built in 1957.  Builder/Contractor is unknown.  Engineer/design is Alfred Benesch and Associates  of Chicago.

Bridge Inspection 8/2011.

Deck.                          Condition              Rating.      Satisfactory   6 out of 9

Superstructure.      Condition.             Rating.      Satisfactory   6 out of 9

Substructure.           Condition.            Rating.      Good.              7 out of 9

Sufficiency Rating. 63 out of 100

Bascule bridge is a movable draw bridge.  These can be one leaf or two leafs.    In a single leaf bascule bridge,  there is a single movable span that bridges the entire river.  In a double leaf bascule, there are two movable spans that meet in the midline

Fixed trunnion.  The bridge rotates about a fixed axis.

Truss Bridge is one whose load bearing superstructure is composed of A truss–structure of connected elements usually forming triangular units

Warren Truss Bridge was patented in 1848 by James Warren and Willoughby Theobald Mongani.   Its longitudinal members are joined only by angled cross members forming alternatively inverted equilateral triangle shaped spaces along its length

A Pratt Pony Truss. The truss is above the road bed but not connected.

Through truss.  Truss members are above and below the roadbed

Deck truss.  The roadway is atop the truss.

 

Revised 11/28/2017

The Columbus Drive Bridge  ( 300 east and 400 north ) crosses the main branch of the Chicago River 3/10 a mile west of the river mouth.   Currently it is the world’s second largest bascule bridge.   It was built in 1982.   Cost of construction was $33 million. The largest span is 269 feet.  Total length  is 389 feet.   Deck width is 89.8 feet.

It is a single piece box truss similar to the Loomis Street Bridge.  There are 8 trusses 4 in each leaf.    During its short history, there have been two incidents involving the bridge:  1 April, 15, 1983 cracks were found in three of the gears;  May, 1984  bridge failed to open due to binding of the center bolt.

This is also known as the William Fahey Bridge  (a police officer killed in the line of duty).  It is a metal, movable double leaf bascule (fixed trunnion) and approach spans: metal stringer (multi beam) fixed

 

General Contractor:  Paschen

Builder  Envirodyne Engineers of Delaware

Chief Engineer. Henry Ecale

Steel Fabricator:  American Bridge Company

Chief Construction Engineer  R.J. Bronson

 
Inspection 12/2010

Deck Condition.                          Rating.           Satisfactory  6 out of 9

Superstructure   Condition.   Rating.            Satisfactory  6 out of 9

Substructure.     Condition.    Rating.           Good.               7 out of 9

Sufficiency Rating. 95 out of 100

We encountered this bridge on a recent trip to central Illinois

 

This bridge is located in Calumet Park, Illinois.  It was built in 1933 and rehabbed in 1998.  It is a metal 10 panel rivet connected Parker through Truss, fixed and approach spans: pre-stressed concrete stringer (multi beam) fixed.  Rivets only are used in the bridge.  There is v lacing and lattice extensively on the build up beams.      The builder is unknown.  There is one main span and 2 approach spans.  Main span length is 250 feet. Structure length is 378.3 feet.  Roadway width is 44 feet.

Bridge Inspection (5/2012)

Deck                              Condition.          Rating.         Good.                       7 out of 9

Superstructure.          Condition.          Rating.         Satisfactory.         6 out of 9

Substructure.              Condition.           Rating.        Satisfactory.          6 out of 9

Appraisal.                   . Functionally  obsolete

Revised posting 11/27/2017

     The Lake Shore Drive Bridge crosses the main channel of the Chicago River inside the locks separating Lake Michigan and the river.  The current bridge is the only bridge at this site.   Lake Shore Drive was also known as Erickson Drive and Field Boulevard.  It was named Lake Shore Drive in 1946.

      Planning of this structure began in 1926.  Construction started in 1931.  Funding ran out in 1932.    The WPA provided funds in 1935.  Project was completed in 1937.   Cost of The project was $11 million.   The bridge was dedicated by President Franklin Roosevelt in October, 1937.  At completion, it was the largest and heaviest double leaf bascule bridge.

     In addition to the main bridge, there was a single leaf bascule bridge traversing the Ogden Slip.  This was a man made channel paralleling the Chicago River (North of the river).  This was built by the Chicago Canal and Dock Company.  This was used as a harbor and warehouse space.  One of the warehouses on the slip was the Pugh Terminal.

     The main bridge was a rivet-connected-Pratt Deck Truss,movable double bascule (fixed trunion) and approach spans: metal stronger (multi beam), fixed. This was a two level bridge.  The lower level was originally planned for a railroad.  There was one main span and three approach spans.  The main span length is 264 feet.  The structure length is 356 feet.  Overall roadway width is 108 feet.   Each bridge leaf weighs 6,420 tons.  The bridge was dedicated as the Franklin Delano Memorial Bridge in 1982.

There are 4 impressive lock tender houses.

The bridge over the Ogden Slip had similar appearance in its deck trusses and bridge tender houses as the main bridge.

Bridge builders include: Al. Johnson Construction Company, M.E White Company, Warner Construction Company,  Paschen Brothers, Fitzsimmons– Connel Dredge and Dock Company, Great Lakes Dredge Company, Ketler–Elliot Company, Mackie–Thompson–Tamm, Bethlehem Steel Company, W.E. O’Neill Construction Company, American Bridge Company, Oscar Daniels Company, Pierce Electric Company, Thomas McQueen Company.  Joseph Srauss was a consulting engineer.

The upper level of the bridge originally had a pedestrian walk.  It had  unique railings.   The walk and rails were lost during a bridge widening project.  Originally, there was not a pedestrian walk on the lower level.  This was added on the east side.   It is a sidewalk that also carries the lakefront trail.  It is extremely busy.  One proposal was to build a new walkway adjacent to the bridge.  Another proposal was to widen the existing sidewalk.

The bridge under went an extensive rebuilding project in 1987. The original southern s shaped curve was straightened.  The lower deck was converted for auto use.  It serves as a feeder for Randolph Street, Wacker Drive, Illinois Street and Grand Avenue.  The Ogden Slip bascule bridge was removed and converted to a fixed structure.

Bridge Inspection as of 11/2012

Deck.                      Condition.         Rating.     Fair.                      5 out of 9

Superstructure    Condition.         Rating.     Satisfactory.      6 out of 9

Superstructure.   Condition.         Rating.      Satisfactory      6 out of 9

Appraisal. Functionally obsolete

Photos added 4/21/2018

Added 5/11/2018

     Along the north bank of the main branch of the Chicago River at  325 North LaSalle Street is an impressive multi-story structure known as the Reid Murdoch Building.  It was designed by George Nimmons.  It was built in 1914 for a whole sale grocer supplier known as Reid, Murdoch and Company.  This business was one the nation’s largest of this type.

     The building was used for corporate offices and warehouse storage. Some of the floors were dedicated to manufacturing and processing–cheeses, coffee, catsup, fish, bread and pickles. There was even a large humidor where cigars were manufactured.  The building has an ideal location with the Chicago River to the south and railroad access to the north.

     The building was a 7 story  brick structure.  There were terra cotta embellishments. The building skeleton was steel and concrete.  There is a central multi-story tower. At one time, this housed a water tower for the building sprinkler system.  Originally, the building was symmetric about the tower.  However, in 1926, one bay of windows on the west side was removed when LaSalle Street was widened.

     For a brief time, the building was used as a makeshift hospital during the Eastland disaster in July, 1915.

     Reid, Murdoch operated in the building until 1945.  The company was acquired by Sprague–Warner–Kenny Corporation.  This eventually became part of Consolidated Grocers.

     In the 1950’s, the city of Chicago acquired the building. It housed traffic courts, states attorney offices and other municipal departments.  The city occupied the building until 1998.

  The building was then acquired by Friedman Properties.  They conducted an extensive  rehab project.  The building is operated as rental property. 

     The building was designated as a Chicago Landmark.  It was listed on the National Register of Historic Places.

Photos added 4/15/2018

     Arising from the banks of the south branch of the Chicago River is an imposing structure 69.55 feet tall.  This is the Union Station Power House.  It is located on 301 W. Taylor Street.

     This structure was built in 1932.  The architects were Graham, Anderson, Probst and White.  The style of the building is art deco. It was constructed to provide power to Union Station and the post office.  Apparently both of these buildings were owned by the Chicago Union Station Company.  At the time of construction, this was described as a smokeless coal burning plant.

      In the 1980’s, officials at the plant were notified by the city that its four boilers had to be replaced.   This was done and the plant was active until 2011.   There is now an effort to save the plant and have it listed in the National Register  of Historic Places.

River City is a condo complex on the south Chicago River near Roosevelt Rd.  The architect was Bertrand Goldberg.   It originally was meant to be an extensive development.  But the plan never materialized.   The current building was built in 1983-1986.    There are 448 units.  Building is casted concrete.    There was extensive flooding of the project in 2010.  It is currently being offered for sale.    In August 2018, the River City Condo Owners Association approved a 90 million dollar sale of the South loop building to Marc Realty Capital.  The complex has 449 units.

     The years long battle to convert River City from condos to rental units has encountered another obstacle. A group of current owners has filed a suit on October 3, 2018.  They allege that members of the condo board helped the buyer make lucrative side deals with some owners in exchange for their yes votes to sell River City.    The owners behind the suit also alleged that board stuffed the ballot box in the August 28 vote to approve the buyer’s offer.

Bernard Goldberg was a prolific architect.  Some of his projects include Marina City (Chicago), Prentice Women’s Hospital ( Chicago), Good Samaritan Hospital (Phoenix)

        Revised and completed 12/27/2017

         The 18th Street (301 West; 1600 South) is a movable bridge over the south branch of the Chicago River.   It crosses east to west over the South Branch 3.6 miles from the river mouth.   It is a relatively new bridge.  It opened on August 18, 1967.   The bridge was designed by the Division of Bridges and Viaducts City of Chicago.  Contractor was Contracting and Material Company.    Cost was  $2.3 million.  The bridge was rehabbed in 2014-2015.  There is one main span and four approach spans.   Bridge description is metal rivet connected Pratt Railing Height Truss, movable single leaf bascule (fixed trunnion) and approach spans: metal stringer (multi beam), fixed.  This is the largest single leaf bascule bridge in Chicago.

     The main span length is 182 feet.  The structure length is 280 feet.  Roadway width is 48 feet.

    The first bridge at this location was built in 1857.  Designer is unknown.  Contractor was William Linton.   It was a wood pontoon swing bridge hand operated.   Cost was $3800.  It was. removed in 1867.

     The second bridge at 18th Street was opened in 1867.  It was designed and built under the supervision of J.K. Thompson Street Supervisor.  It was a Howe truss wood and iron swing bridge hand operated.  Cost was $28,500.

     In 1876, the bridge approaches were modified.  Viaduct were added over tracks of the Pittsburgh, Fort Wayne and Chicago Railroad and the Chicago, Alton and Saint Louis Railroad.

      Bridge closed In 1888.

     The third bridge at this site opened on November 6, 1888.  It was a hand operated Pratt truss swing iron and steel bridge. It was 150 feet long. Designer is unknown.  Superstructure Contractor was King Bridge Company.  Substructure Contractor was Chicago Dredge and Dock Company.  Cost was $62,788.

     The bridge was converted to steam power in 1894.  In 1896, new floor added.  Turntable wheels replaced.
     The bridge was removed In 1903.

     The fourth bridge at this site opened in 1905.  It was an electric powered Scherzer Rolling Lift Bascule Bridge. It was made of steel.  The contractors were as follows:  

Designer : Scherzer Rolling Lift Bridge Company.

Superstructure :  Jackson and Corbett Company

Substructure:  Lydon and Drews Company

     The bridge was built by the Sanitary District.

     Cost was $ 218805.

     The bridge underwent an extensive rehab in 1938.

     The bridge was removed in 1966.