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GOLDING STREET EXT over EXT OF GOLDING STREET

Map

Coordinates:
+40.61955, -80.58987
40°37'10" N, 80°35'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GOLDING STREET EXT over EXT OF GOLDING STREET
Structure number:00000000015A801
Location:0.01 mi. North jct WV 2
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Tolls:Yes [1]
Length of largest span:742.5 ft. [226.3 m]
Total length:1590.0 ft. [484.6 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Vertical clearance below bridge:42.7 ft. [13.0 m]
Owner:Private (other than railroad) [26]
Year built:1905
Year reconstructed:1954
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel continuous [4]
Main span design:Suspension [13]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:7,500 [as of 2011]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairSatisfactory750084.0
June 2016FairFairFairSatisfactory75008.4
May 2014FairFairFairSatisfactory75008.4
April 2013FairFairFairSatisfactory200015.8
April 2012FairFairFairSatisfactory200015.8
April 2011FairFairFairSatisfactory200015.8
May 2010FairFairFairSatisfactory200015.4
April 2009FairFairFairSatisfactory200015.4
April 2008FairFairSatisfactoryGood200029.7
March 2007FairFairSatisfactoryGood200029.7
March 2006FairFairSatisfactoryGood200029.7
April 2005FairFairSatisfactoryGood200029.7
March 2003PoorPoorSatisfactoryGood200029.7
March 2002FairFairSatisfactoryGood200029.7
March 2001FairFairSatisfactoryGood200029.7
March 2000FairFairSatisfactoryGood200029.7
March 1999FairFairSatisfactoryGood200029.7
July 1998FairGoodSatisfactorySatisfactory200030.8
April 1996FairGoodSatisfactorySatisfactory200030.8
May 1993FairFairSatisfactorySatisfactory200029.7
April 1993FairFairSatisfactorySatisfactory200029.7
April 1991GoodGoodGoodGood200034.5