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BUNKER HILL RD 789 over NO NAME

Map

Coordinates:
+40.85419, -80.71979
40°51'15" N, 80°43'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUNKER HILL RD 789 over NO NAME
Structure number:1536370
Location:0.2 MI S T885
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:209 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$30,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodVery GoodVery Good20981.0
September 2017GoodGoodVery GoodVery Good20981.0
June 2016GoodGoodVery GoodVery Good20981.0
July 2015GoodGoodVery GoodVery Good15381.0
August 2014GoodGoodVery GoodVery Good15381.0
June 2013GoodGoodVery GoodVery Good3083.5
August 2012GoodGoodVery GoodVery Good3083.5
July 2011GoodGoodVery GoodVery Good3083.5
July 2010GoodGoodVery GoodVery Good3083.5
July 2009GoodGoodVery GoodVery Good3083.5
August 2008GoodGoodVery GoodVery Good3083.5
November 2006GoodVery GoodVery GoodVery Good3083.5
March 2005GoodVery GoodVery GoodVery Good3083.5
January 2004GoodVery GoodVery GoodVery Good3083.5
October 2002GoodVery GoodVery GoodVery Good3083.5
October 2001GoodVery GoodVery GoodVery Good3083.5
September 2000GoodVery GoodVery GoodVery Good3083.5
July 1999GoodVery GoodVery GoodVery Good3083.5
June 1998GoodVery GoodVery GoodVery Good3083.5
August 1996GoodVery GoodVery GoodVery Good3083.5
July 1995GoodGoodVery GoodVery Good3083.5
August 1993GoodVery GoodVery GoodVery Good3083.5
October 1992GoodVery GoodVery GoodVery Good3083.5
August 1991GoodVery GoodVery GoodVery Good3083.5