UP 84th Street Bridge (West Allis)


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Name UP 84th Street Bridge (West Allis)
Chicago & North Western Railway Bridge #1038
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Pennsylvania Steel Company of Steelton, Pennsylvania
Substructure Contractor Unknown (Stone Abutments)
Cleary-White Construction Company of Chicago, Illinois (Concrete Substructures)
Length 126 Feet Total, 40 Foot Largest Span
Width 2 Tracks
Height Above Ground 15 Feet (Estimated)
Superstructure Design Through Plate Girder
Substructure Design Stone Masonry, Concrete and Steel Bent
Date Built 1912
Traffic Count 10 Trains/Day (Estimated)
Current Status In Use
Chicago & North Western Railway Bridge Number 1038
Union Pacific Railroad Bridge Number 87.44
Significance Local Significance
Documentation Date 10/7/2023

In 1878, the Chicago and Tomah Railroad Company (C&T) constructed 31 miles of new narrow gauge railroad, extending from Woodman, Wisconsin to Lancaster, Wisconsin.  The following year, an additional 14 miles would be constructed to Montfort Junction, Wisconsin.  In 1880, the railroad was formed into the Milwaukee and Madison Railway Company (M&M).  In 1881, the M&M became part of the Chicago, Milwaukee and North Western Railway (CM&NW).  That year, an additional 61 miles were completed between Montfort Junction and Madison, Wisconsin; followed by an additional 80 miles between Madison and downtown Milwaukee, Wisconsin in 1882.  The CM&NW also converted the Montfort Junction to Fennimore segment to a standard gauge.  The CM&NW was consolidated with the Chicago & North Western Railway (C&NW) in mid-1883.  During the late 19th Century, the C&NW had begun to acquire and construct a large network of railroad tracks throughout the Midwest, particularly in Wisconsin.  The western portion ine served as a secondary line, linking Milwaukee to Madison and the mining communities in southwest Wisconsin.  The segment between Milwaukee and Madison was initially a mainline, and provided the C&NW one of their main connections between Milwaukee and the Twin Cities.  

A second track was built in Milwaukee in 1902, to allow for more efficient train operation, and a second track was constructed between West Allis and 6th Street (Chase) in 1911.  The 1911 double tracking project was constructed in conjunction with the C&NW opening new freight cutoffs to improve operations in Wisconsin and around Chicago.  As part of the cutoff, a new bypass was built around Milwaukee, connecting to this line near West Allis and leaving this line near 6th Street (Chase).  By the 1920s, the C&NW was operating an expansive railroad network throughout the Midwest, radiating north and west from Chicago.  The railroad had become one of the premiere Midwest railroads, and handled a wide variety of commodities and passengers.  16 miles of railroad between Fennimore and Woodman was removed in 1926, due to the diminishing mining significance of the area.  A segment from the junction at Chase to downtown Milwaukee was abandoned in 1966.

In the 1980s, the C&NW began to consolidate operations and abandon excess lines.  The segment from Mt. Horeb, Wisconsin to Fennimore was abandoned in 1980, followed by the segment from Fitchburg, Wisconsin to Mt. Horeb, Wisconsin in 1982 and from Waukesha, Wisconson to Cottage Grove, Wisconsin in 1984.  Much of the two abandoned segments were purchased by the Wisconsin Department of Natural Resources for trail use.  In 1995, the C&NW would be purchased by Union Pacific Railroad. In 1996, UP sold the Fitchburg to In the 1980s, the C&NW began to consolidate operations and abandon excess lines. The segment from Mt. Horeb, Wisconsin to Fennimore was abandoned in 1980, followed by the segment from Fitchburg, Wisconsin to Mt. Horeb, Wisconsin in 1982 and from Waukesha, Wisconson to Cottage Grove, Wisconsin in 1984. Much of the two abandoned segments were purchased by the Wisconsin Department of Natural Resources for trail use. In 1995, the C&NW would be purchased by Union Pacific Railroad. In 1996, UP sold the Fitchburg to

In the 1980s, the C&NW began to consolidate operations and abandon excess lines.  The segment from Mt. Horeb, Wisconsin to Fennimore was abandoned in 1980, followed by the segment from Fitchburg, Wisconsin to Mt. Horeb, Wisconsin in 1982 and from Waukesha, Wisconson to Cottage Grove, Wisconsin in 1984.  Much of the two abandoned segments were purchased by the Wisconsin Department of Natural Resources for trail use.  In 1995, the C&NW would be purchased by Union Pacific Railroad (UP). In 1996, UP sold the Cottage Grove to Fitchburg segment to the Wisconsin & Southern Railroad (WSOR).  In 2014, this segment was sold to the State of Wisconsin.  Today, UP continues to operate a segment from West Allis to Waukesha as the Waukesha Industrial Lead, and from West Allis to Chase as part of the Milwaukee Subdivision.  The WSOR operates the Fitchburg to Cottage Grove segment as the Cottage Grove Subdivision.  The Military Ridge State Trail uses the former railroad grade between Fitchburg and Dodgeville, while the Glacial Drumlin State Trail uses the former railroad between Waukesha and Cottage Grove.


Located in West Allis, this through plate girder bridge carries the former Chicago & North Western Railway mainline over 84th Street and National Avenue. It is unclear if there was a previous bridge at this location. If there was, it is likely that it consisted of a similar through plate girder bridge, set onto stone abutments. Between 1910 and 1912, the C&NW made significant upgrades in the area, double tracking this line in conjunction with the construction of the Milwaukee, Sparta & North Western Railway (MS&NW). The MS&NW was constructed to help alleviate traffic traveling through Wisconsin and provide a bypass of Milwaukee. This railroad completed a beltline around Milwaukee, as well as a new mainline between the north side of Milwaukee and Sparta, Wisconsin. Railroad records indicate that the substructures were constructed in 1911, and the present superstructure was constructed in 1912.

Currently, the bridge consists of a 40-foot, a 32-foot, a 30-foot and two 11-foot through plate girder spans, set onto stone and concrete abutments and steel bent piers. The superstructure uses a typical design for the era, with heavy girders, rounded and tapered girder ends and a trough floor system. The abutments use a typical design, with stepped stone wing walls which have been capped with concrete. While railroad records indicate that the entire substructure was constructed in 1911, this does not appear to be correct. Other bridges constructed as part of this project are set exclusively onto concrete abutments. The piers are simply composed, with two heavy outside columns and a V-laced center column. These columns are connected by V-laced beams on top, on the bottom and diagonally. The towers are set onto rectangular concrete footings. Pennsylvania Steel Company fabricated the steel for the bridge, while the Cleary-White Construction Company constructed the concrete substructures. It is believed that the stone abutments may date to approximately 1890, and were constructed by an unknown contractor. Through plate girder spans were commonly used by railroads, as they were durable and easy to construct. Trough floor spans became popular in the early 1910s, particularly for grade separations. This design used transverse channels, which are filled with asphalt cement and ballast. The main benefit of this design is reduced maintenance and greater safety for the public beneath. Since the initial construction, the bridge has seen no significant alterations, and both tracks remain in use. Overall, the bridge appears to be in fair condition, with some section loss noted throughout the steel. The author has ranked this bridge as being locally significant, due to the common design.


Citations

Builders and build date Chicago & North Western Railway Valuation Notes at the Chicago & North Western Historical Society Archives
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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