| Name | UP Kinnickinnic River Bridge (Pulaski Park) Chicago & North Western Railway Bridge #W-1022 |
| Built By | Chicago & North Western Railway |
| Currently Owned By | Union Pacific Railroad |
| Superstructure Contractors | Unknown |
| Substructure Contractors | Unknown |
| Length | 78 Feet Total, 26 Foot Spans |
| Width | 4 Tracks, 2 In Use |
| Height Above Ground | 10 Feet (Estimated) |
| Superstructure Design | Deck Plate Girder and Steel Stringer |
| Substructure Design | Concrete |
| Date Fabricated | c. 1910 |
| Date Erected | 1929 (West Spans) c. 1960 (East Span) |
| Original Locations | Unknown |
| Traffic Count | 5 Trains/Day (Estimated) |
| Current Status | In Use |
| Chicago & North Western Railway Bridge Number | Chicago & North Western Railway Bridge #W-1022 |
| Union Pacific Railroad Bridge Number | 83.05 |
| Significance | Local Significance |
| Documentation Date | 6/13/2014 |
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 on the south side of Milwaukee, this deck plate girder bridge carries the former Chicago & North Western Railway mainline over the Kinnickinnic River. Little is known about the history of this bridge. The first bridge at this location is believed to have been a timber pile trestle, constructed when the line was first built. In 1929, the bridge was reportedly reconstructed as a two span deck plate girder bridge, constructed for four tracks. Aerial photographs suggest that the bridge was extensively modified in approximately 1960, likely as part of a flood control project. This final alteration added an additional span to the east end of the bridge, and partially reconstructed the substructures. Currently, the bridge consists of a four track structure, each with three 26-foot spans set onto concrete substructures. The superstructure consists of a variety of shallow deck plate girder and steel stringer spans, many with different designs. It is likely that these spans were relocated here from other locations, possibly at different times. Due to limited documentation, these spans cannot be fully analyzed at this time, and the history of these spans is not currently available. The concrete substructures use a standard design, and were constructed by unknown contractors.
The north and south tracks each use nearly identical designs, with the eastern two spans consisting of two shallow deck plate girder spans, and the western span consisting of a shallow steel stringer span. The eastern spans each use four girders, arranged into two sets of two. It appears that this was likely the original design of these spans, which were fabricated in approximately 1910 by an unknown contractor. The western span uses four beams, which appear to also be a standard design. These spans also may have been fabricated in approximately 1910 by an unknown contractor. It is unclear if these spans were all moved here in approximately 1960, or if some of these spans were retained from the previous structure. The northern center track appears to use three identical standard steel stringer spans, which were likely fabricated in approximately 1910 by an unknown contractor. Writing on the center span indicates this bridge may have been reused from a "D" (Eland, Wisconsin to Marshfield, Wisconsin line) or an "M" (Winona, Minnesota to Pierre, South Dakota line) bridge. It is also possible that these spans came from a railroad the C&NW purchased, such as the Chicago Great Western Railway or the Chicago, St. Paul, Minneapolis & Omaha Railway; both of which used a similar system of lettering bridges. The southern center track appears to use deck plate girder spans, which are heavier than the outside tracks. Lack of documentation does not allow for an analysis of these spans at this time.
Railroads often reused steel and iron spans, as it provided a cost effective way to replace aging bridges without requiring large amounts of new material. Like many railroads, the C&NW reused spans wherever possible. Many of these spans would be extensively strengthened or rebuilt upon relocation. This bridge represents a situation where numerous alterations have led to a variety of spans, all of which likely have different histories, builders and build dates. Spans for this bridge were likely reused from between four and eight different locations, and were likely installed here at various times. Steel stringer and deck plate girder spans were commonly used by railroads, as they were durable and easy to construct. Since the last reconstruction, the bridge has seen no significant alterations. Currently, only the center two tracks remain in use. Overall, the bridge appears to be in fair to poor condition, with significant spalling on the substructures. The author has ranked this bridge as being locally significant, due to the common design and unknown history.
Citations
| Build date | Chicago & North Western Valuation Map at the Chicago & North Western Historical Society Archives |
| Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |