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US 167 Sharp Co. over Strawberry River

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 167 Sharp Co. over Strawberry River
Structure number:000000000000799
Location:2.6 MI NO JCT SH 56
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:105.0 ft. [32.0 m]
Total length:349.1 ft. [106.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1955
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:63.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,089,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairSatisfactoryGood310063.8
September 2015FairFairSatisfactoryGood300064.0
September 2013FairFairSatisfactoryGood300064.0
September 2011FairFairSatisfactoryGood290064.1
September 2009FairFairSatisfactoryGood290064.1
September 2007FairFairSatisfactoryGood290065.1
September 2005FairFairSatisfactoryGood320064.6
September 2003FairFairSatisfactoryGood320064.6
August 2003FairFairSatisfactoryGood290064.8
November 2001FairFairSatisfactoryGood310064.5
December 1999FairFairSatisfactoryGood310062.5
November 1997FairFairFairGood130551.1
October 1995FairFairFairGood130545.0
October 1993FairFairFairGood130545.0
October 1991FairSatisfactorySatisfactoryGood161256.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.582435251220
Reinforced Concrete Archlinear ft.8408270130
Deck
Reinforced Concrete Top Flangesq. ft.10,2968,648410894344
Wearing Surfacessq. ft.9,0749,074000
Substructure
Reinforced Concrete Columneach164570
Reinforced Concrete Abutmentlinear ft.118118000
Reinforced Concrete Pier Caplinear ft.118118000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.698069800
Steel Protective Coatingsq. ft.2,094002,0940