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DAM ROAD over BOYNE RIVER

Map

Coordinates:
+45.19656, -84.95736
45°11'48" N, 84°57'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DAM ROAD over BOYNE RIVER
Structure number:000000000013164
Old structure number:15320H00013C010 (from 1992 edition)
Location:BOYNE VALLEY TWP SEC 5-6
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2002]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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:94.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 1020094.5
November 2016Fair6 out of 1020094.5
November 2014Good7 out of 1020086.5
November 2012Good7 out of 1020086.5
December 2010Good8 out of 1020091.5
December 2008Good8 out of 1020091.5
November 2006Good8 out of 1020097.0
November 2004Good8 out of 1020097.0
January 2003Good8 out of 1020097.0