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FISHING LOOP over E TO D SPILLWAY

Map

Coordinates:
+46.27167, -85.98667
46°16'18" N, 85°59'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FISHING LOOP over E TO D SPILLWAY
Structure number:000031510-00152
Location:SENEY NWR
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:11.2 ft. [3.4 m]
Owner:Bureau of Fish and Wildlife [63]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2017]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$461,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 105078.0
July 2015Fair6 out of 105078.0
July 2013Fair6 out of 105078.0
July 2011Fair6 out of 105078.0
July 2009Fair6 out of 105078.0
July 2007Fair6 out of 105078.0
July 2005Fair6 out of 105078.0
July 2003Fair6 out of 105078.0
June 2001Fair6 out of 105078.0
June 1999Fair6 out of 105078.0
June 1997Fair6 out of 105078.0
August 1994Fair6 out of 102078.0