US0080 over KCS RR


+32.49238, -93.76430
32°29'33" N, 93°45'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0080 over KCS RR
Structure number:040900010209141
Location:5.9 MI EAST PF I-220
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,800 [as of 2016]
Truck traffic:30% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$631,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSeriousSeriousSerious88002.0
January 2017PoorSeriousSeriousSerious88002.0
January 2016PoorSeriousSeriousSerious88002.0
January 2015PoorSeriousSeriousSerious58002.0
January 2014PoorSeriousSeriousSerious58002.0
January 2013PoorSeriousSeriousSerious57002.0
February 2012PoorPoorPoorPoor920019.0
February 2011PoorFairPoorFair920022.1
February 2010PoorFairPoorFair940021.9
January 2009PoorFairPoorFair1010021.5
February 2008PoorFairPoorFair1070021.1
February 2007PoorFairPoorFair1230020.1
March 2006PoorFairPoorFair1600017.8
January 2005PoorFairPoorFair1580017.9
January 2004PoorFairPoorFair1630017.6
January 2003PoorFairPoorFair2590012.8
February 2002PoorFairPoorFair2509912.8
January 2000PoorFairPoorFair1198020.3
March 1999PoorFairPoorFair1198020.3
February 1998PoorFairPoorFair1198020.3
February 1997PoorFairPoorFair1218420.2
February 1996PoorFairPoorFair1256621.5
March 1995PoorFairPoorFair1235621.6
January 1993PoorFairPoorFair941323.1
February 1992PoorFairPoorFair941323.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,4881,4370510
Reinforced Concrete Top Flangesq. ft.8,038008,0380
Reinforced Concrete Columneach1430110
Reinforced Concrete Abutmentlinear ft.2151750400
Reinforced Concrete Pier Caplinear ft.2222070150
Pourable Jointlinear ft.254002540
Movable Bearingeach3300330
Steel Protective Coatingsq. ft.7307300
Fixed Bearingeach3300330
Steel Protective Coatingsq. ft.7307300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.270267030