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IS 44 E over CST WELLINGTON CT, RIVER

Map

Coordinates:
+38.59962, -90.31597
38°35'59" N, 90°18'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 44 E over CST WELLINGTON CT, RIVER
Structure number:2065
Location:S 35 T 45 N R 6 E
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:119.1 ft. [36.3 m]
Total length:598.1 ft. [182.3 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:48,340 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodSatisfactoryGood4834083.6
July 2014FairGoodSatisfactoryGood4927983.5
June 2012GoodGoodGoodGood4672283.7
August 2011GoodVery GoodVery GoodGood6672382.6
August 2009GoodVery GoodVery GoodGood6807881.9
August 2007GoodVery GoodVery GoodGood5557782.6
August 2006GoodExcellentGoodGood4352683.2
August 2005FairFairSatisfactoryGood4346586.2
September 2003FairFairSatisfactoryGood4307790.9
October 2001FairSatisfactorySatisfactoryGood4227696.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,7944,0855771320
Steel Protective Coatingsq. ft.56,67243,11610,8452,7110
Deck
Reinforced Concrete Decksq. ft.41,70539,3292,37600
Wearing Surfacessq. ft.40,073040,07300
Substructure
Reinforced Concrete Columneach1210200
Reinforced Concrete Abutmentlinear ft.3973029050
Concrete Protective Coatingsq. ft.152152000
Steel Pileeach3232000
Steel Protective Coatingsq. ft.720720000
Reinforced Concrete Pier Caplinear ft.500500000
Concrete Protective Coatingsq. ft.176176000
Joints
Strip Seal Jointlinear ft.2250153720
Bearings
Movable Bearingeach4841430
Steel Protective Coatingsq. ft.4841430
Fixed Bearingeach3232000
Steel Protective Coatingsq. ft.3224800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3731,3502300