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IS 44 W over CST WELLINGTON CT, RIVER

Map

Coordinates:
+38.59985, -90.31594
38°35'59" N, 90°18'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 44 W over CST WELLINGTON CT, RIVER
Structure number:2066
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:115.2 ft. [35.1 m]
Total length:397.0 ft. [121.0 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:20°
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:Good
Status:Posted for load [P]
Average daily traffic:49,510 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016GoodGoodGoodGood4951085.9
July 2014GoodGoodGoodGood5094785.8
June 2012GoodGoodGoodGood4830486.0
August 2011GoodVery GoodVery GoodGood6992884.8
August 2009GoodVery GoodVery GoodGood7134783.2
August 2007GoodVery GoodVery GoodGood5117784.3
August 2006FairExcellentSatisfactoryGood9844981.8
August 2005PoorPoorSatisfactoryGood5484684.8
September 2004PoorPoorSatisfactorySatisfactory5441182.8
September 2003PoorPoorSatisfactoryGood5435788.2
October 2001FairFairSatisfactoryGood5334694.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0422,93011200
Steel Protective Coatingsq. ft.40,90722,36716,9271,6130
Deck
Reinforced Concrete Decksq. ft.26,52925,2031,32600
Wearing Surfacessq. ft.25,491025,49100
Substructure
Reinforced Concrete Columneach128220
Reinforced Concrete Abutmentlinear ft.177900825
Reinforced Concrete Pier Caplinear ft.210210000
Joints
Strip Seal Jointlinear ft.7400740
Bearings
Movable Bearingeach3216880
Steel Protective Coatingsq. ft.3212884
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8828602020