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SH 291 ML over CR 150, ARKANSAS RIVER

Map

Coordinates:
+38.54627, -106.00915
38°32'47" N, 106°00'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 291 ML over CR 150, ARKANSAS RIVER
Structure number:J-12-AK
Location:1.3 MI NW OF SALIDA
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:267.1 ft. [81.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2011]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairSatisfactory380059.3
November 2015FairSatisfactoryFairSatisfactory380053.4
October 2013FairSatisfactoryFairSatisfactory380053.4
November 2011FairSatisfactoryFairSatisfactory460053.4
November 2009FairSatisfactoryFairSatisfactory460053.4
November 2007FairSatisfactoryFairSatisfactory510053.3
September 2005FairSatisfactoryFairSatisfactory489053.3
October 2003FairFairFairSatisfactory513049.3
October 2001FairFairFairSatisfactory513048.5
March 2000FairFairFairSatisfactory430048.6
October 1997FairFairFairSatisfactory430048.6
August 1995FairFairFairSatisfactory375046.9
August 1993FairFairFairSatisfactory355046.9
August 1992FairFairFairSatisfactory355048.9
September 1990FairFairSatisfactoryGood280063.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6486084000
Steel Protective Coatingsq. ft.6486080040
Steel Stringerlinear ft.1,3391,3261210
Steel Protective Coatingsq. ft.1,3391,3260013
Deck
Reinforced Concrete Decksq. ft.8,3307,82550500
Wearing Surfacessq. ft.8,3308,328200
Superstructure
Steel Trusslinear ft.206020600
Steel Protective Coatingsq. ft.206000206
Steel Floor Beamlinear ft.2722442800
Steel Protective Coatingsq. ft.2722440028
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pier Caplinear ft.116111500
Joints
Strip Seal Jointlinear ft.6006000
Other Jointlinear ft.124124000
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.1818000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.534534000
Steel Protective Coatingsq. ft.534534000