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IR90-WB over CEI OUTLET CHANNEL

Map

Coordinates:
+41.53722, -81.64111
41°32'14" N, 81°38'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IR90-WB over CEI OUTLET CHANNEL
Structure number:1808311
Location:.23 MI W OF JCT SR283DA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,039 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:89.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201689.4FairGoodSatisfactorySatisfactory-61039
October 201589.3FairGoodSatisfactorySatisfactory-61985
November 201489.3FairGoodSatisfactorySatisfactory-61985
September 201389.3FairGoodSatisfactorySatisfactory-61985
December 201289.3FairGoodSatisfactorySatisfactory-61985
October 201189.3FairGoodSatisfactorySatisfactory-61985
October 201089.2FairGoodSatisfactorySatisfactory-62815
October 200989.2FairGoodSatisfactorySatisfactory-62815
October 200889.2FairGoodSatisfactorySatisfactory-62815
September 200789.2FairGoodSatisfactorySatisfactory-62815
September 200689.2FairGoodSatisfactorySatisfactory-62815
November 200589.2FairGoodSatisfactorySatisfactory-62815
November 200489.2FairGoodSatisfactorySatisfactory-62890
August 200383.6PoorSeriousSatisfactorySatisfactorySD62890
July 200285.8PoorPoorSatisfactorySatisfactorySD62890
August 200185.8PoorPoorSatisfactorySatisfactorySD62890
September 200086.4PoorPoorSatisfactorySatisfactorySD59255
December 199986.4PoorPoorSatisfactorySatisfactorySD59255
October 199874.0PoorPoorSatisfactoryFairSD59255
May 199686.4PoorPoorGoodSatisfactorySD59255
May 199585.8PoorPoorGoodSatisfactorySD59255
June 199489.1Fair-GoodSatisfactory-59255
August 199382.0PoorPoorGoodSatisfactorySD118620
September 199285.0FairSatisfactoryVery GoodSatisfactory-118620
July 199185.0FairSatisfactoryVery GoodGood-118620

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,7452,442275280
Deck
Reinforced Concrete Decksq. ft.14,41413,69372100
Substructure
Reinforced Concrete Columneach40181660
Reinforced Concrete Pier Walllinear ft.157157000
Reinforced Concrete Abutmentlinear ft.157150700
Reinforced Concrete Pier Caplinear ft.157150700
Bearings
Movable Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3683501800