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US 50 BUS EBND over ARKANSAS RIVER

Map

Coordinates:
+38.25408, -104.60669
38°15'15" N, 104°36'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 50 BUS EBND over ARKANSAS RIVER
Structure number:K-18-R
Location:IN PUEBLO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:278.6 ft. [84.9 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1924
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:11,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:40.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,251,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorPoorPoorFair1100040.7
May 2017PoorPoorPoorFair1100042.1
August 2016PoorPoorPoorFair1100042.1
May 2015PoorPoorPoorFair1100042.1
March 2014PoorPoorPoorFair1100047.1
May 2013PoorPoorPoorFair1005047.2
September 2012PoorPoorPoorFair1005047.2
April 2011PoorPoorPoorFair1005047.2
August 2010PoorPoorPoorFair1005047.2
May 2009PoorPoorPoorFair1005047.2
December 2008PoorPoorPoorFair2010046.0
August 2007PoorPoorPoorFair965047.3
June 2006PoorPoorPoorFair965047.3
April 2005PoorPoorPoorFair2020246.0
May 2004PoorPoorPoorFair2020246.0
June 2003PoorPoorPoorFair1041347.2
June 2002PoorPoorPoorFair1041347.2
June 2001PoorPoorPoorFair1041345.7
May 2000PoorPoorPoorFair829346.2
June 1999PoorPoorPoorFair829346.2
September 1998PoorPoorPoorFair829346.2
June 1997PoorPoorPoorFair910046.0
May 1996PoorPoorPoorFair910046.0
October 1995PoorPoorPoorFair910046.5
July 1994PoorPoorPoorFair905046.5
June 1993PoorFairPoorFair905048.6
March 1992PoorFairPoorFair905046.6
September 1991PoorFairPoorFair730046.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,1761,090394409283
Steel Protective Coatingsq. ft.2,17601,09001,086
Deck
Reinforced Concrete Decksq. ft.11,58710,61297500
Wearing Surfacessq. ft.7,4677,467000
Superstructure
Steel Trusslinear ft.560043111217
Steel Protective Coatingsq. ft.560000560
Steel Floor Beamlinear ft.510027521124
Steel Protective Coatingsq. ft.510000510
Steel Gusset Plateeach1287803020
Substructure
Reinforced Concrete Abutmentlinear ft.82060220
Joints
Pourable Jointlinear ft.54013410
Other Jointlinear ft.6155308500
Bearings
Movable Bearingeach20002
Steel Protective Coatingsq. ft.20002
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.20002
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.85853331861
Steel Protective Coatingsq. ft.858540320286