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VERONA ROAD over PHILP DRAIN

Map

Coordinates:
+43.87077, -82.88303
43°52'15" N, 82°52'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VERONA ROAD over PHILP DRAIN
Structure number:000000000003546
Old structure number:32200112000B020 (from 1992 edition)
Location:SEC. 30 BLOOMFIELD TWP.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:31.2 ft. [9.5 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1992
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:930 [as of 2009]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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: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:99.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Good7 out of 1093099.7
October 2015Good7 out of 1093099.7
October 2013Good7 out of 1093099.7
October 2011Good8 out of 1093089.9
October 2009Good8 out of 1093089.9
September 2007Good8 out of 1073089.9
September 2005Good8 out of 1073089.9
August 2003Good8 out of 1073089.9
March 2003Good8 out of 1050090.0
March 2001Good8 out of 1050090.0
October 1997Good8 out of 1050090.0
August 1995Good8 out of 1050089.7
July 1993Good8 out of 1050079.3
May 1991FairN out of 1050065.3