I-90 EB. over EAST 14 TH ST


+41.49611, -81.67778
41°29'46" N, 81°40'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-90 EB. over EAST 14 TH ST
Structure number:1807803
Location:.11 MI. E. OF JCT. I-77
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:99.1 ft. [30.2 m]
Total length:307.1 ft. [93.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 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:53,618 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
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:72.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201672.5GoodVery GoodGoodGoodFO53618
October 201572.2GoodExcellentExcellentExcellentFO56550
November 201472.2GoodExcellentExcellentExcellentFO56550
November 201372.2GoodVery GoodGoodGoodFO56550
December 201272.2GoodVery GoodGoodGoodFO56550
November 201172.2FairVery GoodGoodSatisfactoryFO56550
November 201069.7PoorPoorGoodSatisfactorySD49860
December 200969.7PoorPoorGoodSatisfactorySD49860
July 200869.7PoorPoorGoodSatisfactorySD49860
May 200769.7PoorPoorGoodSatisfactorySD49860
May 200669.7PoorPoorGoodSatisfactorySD49860
June 200569.7PoorPoorGoodSatisfactorySD49860
May 200470.3PoorPoorGoodSatisfactorySD45060
May 200370.3PoorPoorGoodSatisfactorySD45060
April 200272.5FairFairGoodSatisfactoryFO45060
November 200060.4FairFairGoodFairFO45010
September 199960.4FairFairGoodFairFO45010
June 199872.5FairFairGoodSatisfactoryFO45010
July 199672.5FairFairGoodSatisfactoryFO45010
November 199574.7FairSatisfactoryGoodSatisfactoryFO45010
May 199473.6FairFairVery GoodSatisfactoryFO45010
May 199359.8FairFairVery GoodFairFO44050
May 199274.7FairSatisfactoryGoodSatisfactoryFO44050
March 199174.7FairSatisfactoryGoodSatisfactoryFO44050

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.3,4503,27717300
Reinforced Concrete Decksq. ft.16,01615,9546200
Wearing Surfacessq. ft.14,68514,685000
Reinforced Concrete Columneach1919000
Reinforced Concrete Abutmentlinear ft.170162800
Reinforced Concrete Pier Caplinear ft.247245200
Strip Seal Jointlinear ft.159159000
Movable Bearingeach56282800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.614614000