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IS 44 E over CST WELLINGTON CT, RIVER

Map 

Coordinates:
+38.59981, -90.31536
38°35'59" N, 90°18'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.1 ft. [4.6 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:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Posted for load [P]
Average daily traffic:49,279 [as of 2014]
Truck traffic:11% 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]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:83.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201483.5Not deficientGoodSatisfactoryGood49279
June 201283.7Not deficientGoodGoodGood46722
August 201182.6Not deficientVery GoodVery GoodGood66723
August 200981.9Not deficientVery GoodVery GoodGood68078
August 200782.6Not deficientVery GoodVery GoodGood55577
August 200683.2Not deficientExcellentGoodGood43526
August 200586.2Not deficientFairSatisfactoryGood43465
September 200390.9Functionally obsoleteFairSatisfactoryGood43077
October 200196.0Not deficientSatisfactorySatisfactoryGood42276