TC&W Carver Creek Bridge


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Name TC&W Carver Creek Bridge
Chicago, Milwaukee & St. Paul Railway Bridge #O-492
Built By Chicago, Milwaukee & St. Paul Railway
Currently Owned By Twin Cities & Western Railroad
Superstructure Contractor Unknown
Length 172 Feet Total, 50 Foot Main Spans
Width 1 Track (Substructure built for 2)
Height Above Ground 40 Feet (Estimated)
Superstructure Design Deck Plate Girder and Concrete Arch Skeleton Abutment
Substructure Design Concrete
Date Built 1913
Traffic Count 3 Trains/Day (Estimated)
Current Status Open to Traffic
Chicago, Milwaukee & St. Paul Railway Bridge Number O-492
Significance Moderate Significance
Documentation Date 5/1/2011; 11/19/2017

In 1872, the Hastings and Dakota Railway completed 72 miles of new railroad between Hastings, Minnesota and Glencoe, Minnesota. Later that year, the H&D would convey this line to the Milwaukee and St. Paul Railway, which would change its name to the Chicago, Milwaukee and St. Paul Railway Company (CM&StP) in 1874. Known as the Milwaukee Road, the railroad was beginning to amass a large collection of railroads throughout Wisconsin, Minnesota and Iowa. In 1880, an additional 128 miles were completed between Glencoe and Ortonville, Minnesota. The line would be conveyed to the Milwaukee Road that year. Also in 1880, the Milwaukee Road built an additional 69 miles from Ortonville to Bristol, South Dakota. Further extensions to the line would be made in 1881, when 10 additional miles were constructed to Andover. In 1882, a 30 mile segment of line, known as the "Benton Cutoff" was constructed between Cologne, Minnesota and Minneapolis, Minnesota. 29 additional miles were completed to Aberdeen the same year. In 1883, 26 additional miles would be constructed from Aberdeen to Ipswich, followed by 30 additional miles from Ipswich to Bowdle in 1885, and 32 miles from Bowdle to Glenham in 1900. Glenham was located on the Missouri River in north central South Dakota.

The Benton Cutoff allowed for quicker travel between Minneapolis and South Dakota. As a result, the Hastings to Cologne segment of this route lost importance to the Milwaukee Road. As the line was extended west, this route gained importance to the Milwaukee Road, and provided a possible connection to the Pacific Coast at Seattle. A subsidiary was charted to build a route between the Missouri River at Glenham and Seattle in Washington. Work began in 1906, and was completed in 1909. The Milwaukee Road then set out to double track and realign most of the line between Minneapolis and Aberdeen, and work was completed between 1912 and 1915. The only segment not double tracked was the Bird Island to Granite Falls segment. Traffic never justified the double track, and portions were removed beginning in 1934, with the Hopkins to Hector and Summit to Groton. The second track was removed between Granite Falls and Milbank in 1947, and the remainder removed in 1955.

In 1925, the Milwaukee Road declared bankruptcy, and reorganized as the Chicago, Milwaukee, St. Paul and Pacific Railroad in 1928. Financial issues continued for the Milwaukee Road, and the railroad again filed for bankruptcy in 1977. In an effort to reduce branch lines, the Appleton to Ortonville segment was sold to Burlington Northern Railroad in 1982, and the Ortonville to Terry, Montana segment to the State of South Dakota the same year. BN began operations on that line. By 1985, a suitor for the Milwaukee Road was being sought, and the Soo Line Railroad, controlled by Canadian Pacific Railway (CP) purchased the Milwaukee Road in 1986. The Hopkins to Appleton segment was sold to the Twin Cities & Western Railroad (TC&W) in 1991, and the Ortonville to Terry segment was sold to BN the same year. The Cedar Lake Junction to Minneapolis segment was abandoned in 1996, and converted to the Midtown Greenway. In 1996, BN merged with the Atchison, Topeka & Santa Fe Railway to form BNSF Railway. In 2023, CP merged with Kansas City Southern Railway to form CPKC. BNSF continues to operate the Appleton to Aberdeen portion of this line as the Appleton Subdivision, the Aberdeen to Hettinger, North Dakota segment as the Mobridge Subdivision, and the Hettinger to Terry segment as the Hettinger Subdivision. The TC&W continues to operate the Hopkins to Appleton segment, and CPKC operates the Bass Lake Spur between Cedar Lake Junction and Hopkins.


Located in a rural area east of Cologne known as Dahlgren, this deck plate girder bridge crosses Carver Creek. The first bridge across Carver Creek was located approximately one half mile south of the current bridge, near present day US Highway 212. This bridge likely consisted of a timber pile trestle, which was first constructed in 1882 when the Benton Cutoff was constructed. In 1913, the Milwaukee Road undertook a large project to double track and realign the mainline through Carver County, including constructing the present bridge. The bridge consists of two 50-foot standard deck plate girder spans, approached by two 18-foot spans of concrete arch skeleton abutment on either end. The entire bridge is set onto reinforced concrete substructures, and originally used a ballast deck comprised of precast ballast channels. An unknown contractor fabricated the superstructure, and railroad company forces constructed the substructure.

The abutments of this bridge utilize a standard Milwaukee Road design for "skeleton abutments", which were intended to help stabilize approach slopes while requiring less material than a traditional solid abutment. During the early 20th Century, the Milwaukee Road began to test various concrete abutment designs, seeking to reduce costs for bridges located on large fills. This structure was designed by Assistant Engineer J.H. Prior under the direction of Chief Engineer C.F. Loweth, who had ordered the study of such structures. A number of different variations of this design were used by the Milwaukee Road, although most used either concrete arches or a frame structure. The arches of this structure run longitudinally to the railroad on two lines, with a concrete slab deck supported by the arches. The interior of the abutments are supported by shallow concrete beams. This structure uses a "flat-top" or angular arch design, which has chamfered edges and a flat upper portion. Between 1910 and 1915, this design was used extensively by the Milwaukee Road. Deck plate girder spans were popular for railroad use, as they were durable and easy to construct. The spans on this bridge were standard for the railroad, and identical spans were used at numerous locations throughout the system between 1907 and approximately 1915.

While the bridge was originally built two tracks, the second track was removed in 1934. During the 1930s, numerous steel railroad bridges were reused by the Milwaukee Road, so it is possible the old spans were reused elsewhere. The bridge has also been repaired at some point. Repairs to the bridge include the addition of shotcrete, and rebuilding the superstructure with an open deck. During these repairs, the original concrete deck panels were thrown along the approach embankments to help stabilize them, and the girders were raised approximately one foot by constructing new concrete bearing blocks. The bridge was again repaired with shotcrete in the 2010s. Overall, the bridge appears to be in fair to good condition, with limited deterioration visible. The author has rated the bridge as being moderately significant, due to the unique design.


Citations

Build Date Milwaukee Road Archives Drawing Collection at the Milwaukee Public Library
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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