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HOOKER ROAD over DODGE CREEK

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

Map

Coordinates:
+42.06820, -78.30515
42°04'06" N, 78°18'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOOKER ROAD over DODGE CREEK
Structure number:000000002214650
Location:2.7 MI NE OF PORTVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:59.7 ft. [18.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2012

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:93 [as of 2001]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:32.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,176,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2012PoorSeriousSeriousFair9332.9
November 2011PoorSeriousSeriousFair9032.9
December 2010PoorSeriousSeriousFair9332.9
September 2009PoorSeriousSeriousFair8233.0
October 2008PoorSeriousSeriousFair9332.9
September 2007PoorSeriousSeriousFair9332.9
October 2006PoorSeriousSeriousFair9345.1
November 2005PoorSeriousSeriousSatisfactory9341.9
November 2004PoorPoorPoorSatisfactory9362.9
November 2003PoorSeriousPoorSatisfactory9361.9
November 2002PoorSeriousPoorSatisfactory9365.0
October 2001PoorPoorPoorSatisfactory9367.0
October 2000PoorPoorPoorSatisfactory11660.0
October 1999PoorPoorSeriousGood11644.0
September 1998PoorPoorFairSatisfactory11676.0
September 1996PoorPoorFairFair11677.0
October 1994FairFairFairFair14077.5
November 1992FairFairFairFair14077.5
November 1991FairFairFairFair14077.7