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The Ohio Historic Bridge Inventory wrote off all concrete curved chord through girder bridges in Ohio as not historic, citing some odd argument about the fact that the design never became popular. HistoricBridges.org however has noted that only a small number of states ever built this type. Michigan was the leader both building a large number and spans in excess of 60 feet (which most states didn't do). Ohio is the only other state in the country that built a notable number of this bridge type. They are not as technologically or aesthetically sophisticated as Michigan's design, however HistoricBridges.org does feel they are nevertheless noteworthy as an example of an unusual bridge type variation. The curved design also offers an additional bit of aesthetic to a bridge type that is in general largely utilitarian and not a beauty-oriented design.
This bridge is the smaller of two curved girders on this road, and indeed one of the shortest spans of this bridge type in Ohio.
Information and Findings From Ohio's Historic Bridge Inventory
The bridge carries a 2 lane road over a stream in an area dominated by a mix of early to late-20th century residential development.
The 1 span, 29'-long, reinforced-concrete thru girder bridge has paneled, shaped girders and articulated floorbeams. It is supported on concrete abutments.
Summary of Significance
"The ca. 1925 thru girder bridge is an undistinguished example of a standardized bridge type in use from the mid 1910s to 1930s. It is not technologically significant. Reinforced-concrete thru girder bridges are composed of a pair of cast-in-place longitudinal girders and transverse floorbeams or deck slab (the former is the case with most Ohio examples) that are connected by the arrangement of the steel reinforcing bars. The roadway passes between the paired girders, which are the main supporting members and also serve as railings. The girders are commonly very large in appearance (18"" to 30"" wide and 4' to 6' deep) and have deep panels to save on weight. The depth of the girders is related to span length with the longer the span the greater the depth. In many cases, the girders are shaped to achieve the greatest depth of beam at mid-span where it is required to support the design moments (stresses). The shaped girder is a design detail to accommodate longer and/or wider spans and/or heavier design loads, it is not aesthetic. Like other reinforced-concrete bridge types, including the slab and T beam, the thru girder appeared nationally and in Ohio during the first decade of the 20th century. The oldest surviving example in the state, dated to 1905, is located in Morrow County (5930669, Phase 1A Survey, 2008). In Ohio, the type does not appear to have been widely used until after its adoption as a state standard in 1915. Of the approximately 60 identified surviving examples, only three are confirmed to predate 1915. Between 1915 and 1924, the department issued standard plans for thru girder bridges in span lengths ranging from 27' to 65' and roadway widths from 16' to 24', which account for the vast number of Ohio's surviving examples. They also developed an unusual, and perhaps unique to Ohio, cantilevered thru girder design that was adopted as a standard in 1922. The only known surviving example of the cantilevered design is in Gallia County (2742322). The thru girder bridge type played a prominent role in state and county efforts to improve Ohio's roads and bridges in the 1920s, but over time it proved to be one of the least successful of the standard designs and its use was diminishing by 1929 and had ended by 1940. The majority of Ohio's surviving examples (35 of 60) date from 1922 to 1930. Over time, the thru girder proved to be less economical than T beams for the same range of span lengths and was limited to relatively narrow roadway widths (about 24' max.). By 1928, George A. Hool, a noted authority on reinforced-concrete bridge construction, reported that ""from a standpoint of economy, the thru girder should not be built except where insufficient headroom or other local conditions prevent the use of the deck girder [T beam]."" Thru girders were also difficult to widen, a concern that was increasingly on the minds of bridge engineers by the late 1920s. The body of engineering knowledge soon reached the conclusion that thru girders were not as successful or versatile as other standard types. The thru girder can be viewed as a 'dead end' in the evolution of bridge technology, and this limits the bridge type's significance. Many state highway departments did not use thru girders or stopped building them in the 1920s. And even though Ohio's engineers continued to use thru girders somewhat longer than engineers in many other states, they reached the same conclusions about their disadvantages. The thru girder's contribution to the historical development of Ohio's highways simply was not as great as many other standard types because of its limitations and shorter period of use."
Bridge Considered Historic By Survey: No
Coordinates (Latitude, Longitude):
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