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SH 291 ML over ROAD, ARKANSAS RIVER

Map

Coordinates:
+38.54626, -106.00903
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 ROAD, 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:22.6 ft. [6.9 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 2015

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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:27.0 tons [24.5 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:53.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201553.4FairSatisfactoryFairSatisfactory-3800
October 201353.4FairSatisfactoryFairSatisfactory-3800
November 201153.4FairSatisfactoryFairSatisfactory-4600
November 200953.4FairSatisfactoryFairSatisfactory-4600
November 200753.3FairSatisfactoryFairSatisfactory-5100
September 200553.3FairSatisfactoryFairSatisfactory-4890
October 200349.3FairFairFairSatisfactory-5130
October 200148.5FairFairFairSatisfactory-5130
March 200048.6FairFairFairSatisfactory-4300
October 199748.6FairFairFairSatisfactory-4300
August 199546.9FairFairFairSatisfactoryFO3750
August 199346.9FairFairFairSatisfactoryFO3550
August 199248.9FairFairFairSatisfactoryFO3550
September 199063.1FairFairSatisfactoryGood-2800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6486084000
Steel Protective Coatingsq. ft.648648000
Steel Stringerlinear ft.1,3391,339000
Steel Protective Coatingsq. ft.1,3391,339000
Deck
Reinforced Concrete Decksq. ft.8,3307,83050000
Wearing Surfacessq. ft.8,3308,330000
Superstructure
Steel Trusslinear ft.206020600
Steel Protective Coatingsq. ft.206206000
Steel Floor Beamlinear ft.272272000
Steel Protective Coatingsq. ft.272272000
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pier Caplinear ft.116111500
Joints
Open Jointlinear ft.6060000
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