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HARDINS RUN RD over NORTH FORK KINGS CREEK

Map

Coordinates:
+40.51467, -80.51003
40°30'53" N, 80°30'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARDINS RUN RD over NORTH FORK KINGS CREEK
Structure number:000000000003724
Old structure number:043032002000000 (from 1992 edition)
Location:200'E.OF TWP.RD.300
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,101 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$240,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodVery GoodVery Good110180.0
April 2015GoodVery GoodVery GoodVery Good114579.9
April 2013GoodVery GoodVery GoodVery Good115977.9
April 2011GoodVery GoodVery GoodVery Good99180.1
April 2009GoodExcellentExcellentExcellent114077.9
April 2008GoodExcellentExcellentExcellent113577.9
April 2006PoorFairFairPoor112729.9
May 2005PoorFairFairPoor87832.8
May 2004PoorFairFairPoor86632.8
May 2003PoorFairFairPoor85732.9
May 2002PoorFairFairPoor84032.9
May 2001PoorFairFairPoor83232.9
May 2000PoorFairFairPoor83232.9
May 1999PoorFairFairPoor81633.0
May 1998PoorFairFairPoor81633.0
May 1997PoorFairFairPoor76333.2
May 1996PoorFairFairPoor74838.1
May 1995PoorFairFairPoor73333.5
May 1994PoorFairFairPoor72333.5
May 1993PoorFairFairPoor71433.5
April 1992PoorFairFairSerious71422.9
April 1991PoorFairFairSerious69423.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Masonry Abutmentlinear ft.7575000
Bearings
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5050000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Slabsq. ft.688681700