I-90 over EAST 14TH ST


+41.49611, -81.67722
41°29'46" N, 81°40'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-90 over EAST 14TH ST
Structure number:1807919
Location:.11 MI. E. OF JCT. I-77
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:287.1 ft. [87.5 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
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:Other [9]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,630 [as of 2001]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201696.0GoodExcellentGoodGood-21630
October 201596.0GoodExcellentExcellentExcellent-21630
November 201496.0GoodExcellentExcellentExcellent-21630
November 201396.0GoodVery GoodGoodGood-21630
December 201296.0GoodVery GoodGoodGood-21630
November 201193.9FairVery GoodGoodSatisfactory-21630
November 201092.9FairFairGoodSatisfactory-21630
December 200992.9FairFairGoodSatisfactory-21630
July 200892.9FairFairGoodSatisfactory-21630
May 200792.9FairFairGoodSatisfactory-21630
May 200692.9FairFairGoodSatisfactory-21630
June 200592.9FairFairGoodSatisfactory-21630
May 200492.9FairFairGoodSatisfactory-21630
May 200392.9FairFairGoodGood-21630
April 200295.0FairFairGoodGood-21630
November 200054.0FairFairSatisfactoryFairFO121500
September 199954.0FairFairGoodFairFO121500
June 199865.1FairFairGoodSatisfactoryFO121500
July 199665.1FairFairGoodSatisfactoryFO121500
November 199568.1FairFairVery GoodSatisfactoryFO121500
May 199465.7PoorPoorSatisfactoryGoodSD121500
May 199350.1PoorPoorVery GoodFairSD121500
May 199268.1FairFairGoodSatisfactoryFO121500
March 199168.1FairFairGoodGoodFO121500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,3901,3761400
Reinforced Concrete Decksq. ft.11,62511,625000
Wearing Surfacessq. ft.10,28510,285000
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.7168300
Reinforced Concrete Pier Caplinear ft.120119100
Compression Jointlinear ft.7171000
Movable Bearingeach25151000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.574574000