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FM over OCHEYEDAN RIVER

Map

Coordinates:
+43.28441, -95.46328
43°17'04" N, 95°27'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over OCHEYEDAN RIVER
Structure number:000000000262431
Location:098392801
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:73.2 ft. [22.3 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2015]
Truck traffic:22% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodVery GoodVery Good180100.0
July 2014GoodExcellentExcellentExcellent150100.0
June 2012GoodExcellentExcellentExcellent150100.0
October 2010GoodExcellentExcellentExcellent100100.0
November 2008GoodExcellentExcellentExcellent100100.0
December 2006GoodExcellentExcellentExcellent160100.0
March 2005GoodExcellentExcellentExcellent160100.0