+45.25713, -85.22951
45°15'26" N, 85°13'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000000012960
Old structure number:15200009000B010 (from 1992 edition)
Location:EVELINE TWP SEC 29 & 30
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.3 ft. [6.5 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,396 [as of 2001]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good8 out of 10139692.5
November 2016Good8 out of 10139692.5
November 2014Good8 out of 10139692.5
November 2012Good8 out of 10139692.5
December 2010Good8 out of 10139695.3
December 2008Good8 out of 10139695.3
November 2006Good8 out of 10139695.3
November 2004Good8 out of 10139695.3
October 2002Good8 out of 10175294.0
June 2000Good8 out of 10175294.0