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US 60 E over LIT PIKE CR

Carter County, Missouri

Map

Coordinates:
+36.95053, -91.17100
36°57'02" N, 91°10'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 E over LIT PIKE CR
Structure number:3746
Old structure number:A4575 1 (from 1992 edition)
Location:S 4 T 26 N R 2 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:58.1 ft. [17.7 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,328 [as of 2016]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:87.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairSatisfactory232887.8
March 2017FairSatisfactoryFairGood232887.8
August 2015FairSatisfactoryFairGood225187.8
December 2013FairSatisfactoryFairGood339587.6
December 2011FairSatisfactoryFairGood339987.6
December 2009FairSatisfactoryFairGood455786.5
December 2007FairSatisfactoryFairGood440586.5
October 2005FairSatisfactoryFairGood374070.6
December 2003FairSatisfactorySatisfactoryGood431681.6
November 2001FairSatisfactorySatisfactoryGood454881.6
December 2000FairSatisfactorySatisfactoryGood371981.6
November 1999FairSatisfactorySatisfactoryGood361881.6
November 1998FairSatisfactoryFairGood361870.6
October 1997FairSatisfactoryFairGood361870.6
November 1995FairSatisfactorySatisfactoryVery Good369182.6
January 1995FairSatisfactorySatisfactoryVery Good351282.6
October 1993FairSatisfactorySatisfactoryExcellent298782.6
November 1992FairSatisfactorySatisfactoryExcellent298782.6
October 1991FairSatisfactorySatisfactoryExcellent278982.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.79066795280
Deck
Reinforced Concrete Decksq. ft.7,0174,9112,10600
Substructure
Reinforced Concrete Abutmentlinear ft.114961260
Steel Pileeach1616000
Reinforced Concrete Pier Caplinear ft.7474000
Bearings
Enclosed/Concealed Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.370370000