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MCKINLEY RD(C 600) over PERRY CREEK

Map

Coordinates:
+44.65814, -84.08318
44°39'29" N, 84°04'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCKINLEY RD(C 600) over PERRY CREEK
Structure number:000000000013191
Old structure number:68200008000B020 (from 1992 edition)
Location:MENTOR TWP SEC 9
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:26.2 ft. [8.0 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,440 [as of 2005]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Good7 out of 10144099.9
October 2015Good7 out of 10144099.9
October 2013Good7 out of 10144099.9
October 2011Good8 out of 10144099.9
November 2009Good8 out of 10144099.9
October 2007Good8 out of 10144099.9
October 2005Good8 out of 10144098.9
October 2003Good9 out of 10125092.9