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IS 44 W over CST WELLINGTON CT, RIVER

Map 

Coordinates:
+38.60000, -90.31538
38°36'00" N, 90°18'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.1 ft. [4.6 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:85.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201685.9GoodGoodGoodGood-49510
July 201485.8GoodGoodGoodGood-50947
June 201286.0GoodGoodGoodGood-48304
August 201184.8GoodVery GoodVery GoodGood-69928
August 200983.2GoodVery GoodVery GoodGood-71347
August 200784.3GoodVery GoodVery GoodGood-51177
August 200681.8FairExcellentSatisfactoryGood-98449
August 200584.8PoorPoorSatisfactoryGoodSD54846
September 200482.8PoorPoorSatisfactorySatisfactorySD54411
September 200388.2PoorPoorSatisfactoryGoodSD54357
October 200194.5FairFairSatisfactoryGood-53346