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VERNIER STREET over SWAN CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+42.68060, -82.65796
42°40'50" N, 82°39'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VERNIER STREET over SWAN CREEK
Structure number:000000000010181
Old structure number:77315H00003B010 (from 1992 edition)
Location:SEC. 15 IRA TWP.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2013

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:305 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Imminent Failure [1 out of 9]
Substructure condition:Fair [5 out of 9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:16.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$585,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2013PoorImminent FailureImminent FailureFair30516.8
April 2012PoorImminent FailureImminent FailureFair30516.8
June 2011PoorImminent FailurePoorFair30516.8
April 2008PoorPoorPoorFair30534.4
April 2006PoorPoorPoorFair30534.4
April 2004PoorPoorPoorFair30534.4
April 2002PoorPoorPoorFair30534.5
April 2000PoorPoor-Fair30549.5
June 1998PoorPoor-Fair30548.0
May 1997PoorFair-Satisfactory30558.5
August 1995PoorPoorFairPoor30533.1
March 1994PoorPoorFairPoor30533.1
May 1992PoorPoorFairPoor30038.5
August 1990PoorPoorFairPoor30038.5