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BRIDGE STREET over LOCK O 1

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

Map

Coordinates:
+43.22922, -76.30106
43°13'45" N, 76°18'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIDGE STREET over LOCK O 1
Structure number:000000004434050
Location:IN PHOENIX - TO LOCK O-1
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:52.8 ft. [16.1 m]
Total length:54.8 ft. [16.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:998.7 ft. [304.4 m]
Owner:State Highway Agency [01]
Year built:1912
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: August 2013

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:80 [as of 1974]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:25.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$13,183,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2013PoorGoodCriticalSatisfactory8025.5
August 2012PoorGoodSeriousSatisfactory8025.5
August 2011PoorGoodSeriousSatisfactory8025.5
November 2010PoorGoodSeriousSatisfactory8025.5
August 2009PoorGoodPoorSatisfactory8025.5
December 2008PoorGoodPoorPoor8025.5
December 2007PoorGoodPoorSatisfactory8025.5
December 2006PoorGoodPoorPoor8025.5
December 2005PoorGoodPoorSatisfactory8025.5
December 2004PoorGoodPoorSatisfactory8025.5
December 2003PoorGoodPoorSatisfactory8025.5
December 2002PoorGoodPoorSatisfactory8025.5
November 2001PoorGoodPoorSatisfactory8020.4
December 2000PoorGoodPoorSatisfactory8025.5
December 1999PoorGoodPoorSatisfactory8025.5
November 1998PoorGoodPoorSatisfactory8025.5
November 1997PoorSatisfactorySeriousGood8025.5
November 1996PoorFairSeriousSatisfactory8024.4
December 1995PoorFairSeriousSatisfactory8024.9
August 1994PoorFairSeriousSatisfactory8024.9
July 1993PoorFairSeriousSatisfactory8024.9
June 1992PoorFairSeriousSatisfactory8023.9
June 1991PoorFairSeriousPoor8022.9