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KENDALL HARSHAV RD over LITTLE SERVICE RUN

Map

Coordinates:
+40.53228, -80.43448
40°31'56" N, 80°26'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KENDALL HARSHAV RD over LITTLE SERVICE RUN
Structure number:000000000003727
Old structure number:043032013007540 (from 1992 edition)
Location:200' S.W. OF TWP.RD.370
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:2009
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:304 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:93.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$137,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood30493.4
April 2015GoodGoodGoodGood31093.3
April 2013GoodVery GoodVery GoodGood42493.3
April 2011GoodExcellentExcellentVery Good43194.3
April 2009GoodExcellentExcellentVery Good54094.2
April 2008PoorFairPoorFair53862.1
April 2006PoorFairPoorFair52960.8
May 2004PoorFairPoorFair36560.8
May 2002PoorFairPoorFair35460.8
May 2000FairFairFairFair35076.8
May 1998FairFairFairFair24081.4
May 1996FairFairFairFair22580.6
May 1994FairFairFairFair21880.7
May 1992FairFairFairFair21583.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.118118000
Bearings
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5656000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Slabsq. ft.840832800