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| Key Facts |
| Bridge Name | Facility Carried / Feature Intersected | Location | Structure Type | Construction Date / Builder or Contractor |
| M-28 Sand River Bridge | M-28 Over Sand River | Rural: Alger County, Michigan | Concrete Rigid-Frame, Stationary | 1939 By: Alpine Excavating Company |
| Technical Facts |
| Structure Length | Roadway Width | Main Spans | Approach Spans |
| 66 Feet (20.1 Meters) | 34.8 Feet (10.6 Meters) | 1 | None |

Information and Findings From MDOT
Designed by MSHD engineers early in 1939, the Sand River Bridge was, from the start, regarded as a noteworthy structure. “Unique design and a tidal wave combined to make this one of the most interesting bridge projects in Michigan during the past year,” stated Michigan Roads and Construction. A contract to build the bridge was awarded on April 12 to the Alpine Excavating Company of St. Ignace. The contractors began work on the substructural excavation soon after, but on June 16 a six-foot-high surge of water from Lake Superior flooded the abutment cofferdams. The MSHD project engineer reported, “contractors’ plant and cofferdams are completely inundated and it is a sorry looking site.” The Alpine Excavating crew worked for two weeks to repair the damage, resuming construction in early July. The Sand River Bridge was completed later that year. It has carried vehicular traffic since, first as part of M-94 and later, after a route change, M-28. It functions in place now, with the replacement of the original cable guardrail`s at the approaches with Armco as the only alteration of note. The rigid frame configuration of the Sand River Bridge represented a recent trend in bridge design for MSHD. “The so-called rigid frame design, whose good appearance and economy have recommended it to the Department’s engineers, was adopted for two bridge projects during the biennium,” MSHD stated in 1940. “One is a concrete bridge carrying M-94 over Sand River northwest of Deerton. The other is a combined steel and concrete structure on US-2 over the Black River near Gilchrist. The highway department began using concrete rigid frame structures for bridges and grade separations in 1935. Developed by Westchester County, New York, in the early 1920s, the concrete rigid frame bridge became especially popular for federal relief projects during the 1930s. Both picturesque and practical, the flat or elliptically arched designs appealed to proponents of highway beautification. In Michigan State Highway Department never made widespread use of concrete rigid frame bridges for its rural highway crossings. “Owing to the general unreliable stability of the soil in this state,” MSHD officials reported, “very few locations have previously been found where this type of bridge could be built.” Most of these locations were at urban grade separations. This bridge in Alger County is the longest of the rural rigid frame spans in Michigan. Carrying a regionally important route, the Sand River Bridge is a Significant, well-preserved example of MSHD design experimentation of the 1930s. |
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