I-90 WB. over EAST 14TH 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 WB. over EAST 14TH ST
Structure number:1807900
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:18.4 ft. [5.6 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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:56,550 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201590.6Not deficientExcellentExcellentExcellent56550
November 201490.6Not deficientExcellentExcellentExcellent56550
November 201390.6Not deficientVery GoodGoodGood56550
December 201290.6Not deficientVery GoodGoodGood56550
November 201190.6Not deficientVery GoodGoodSatisfactory56550
November 201088.0Structurally deficientPoorGoodSatisfactory49860
December 200988.0Structurally deficientPoorGoodSatisfactory49860
July 200888.0Structurally deficientPoorGoodSatisfactory49860
May 200788.0Structurally deficientPoorGoodSatisfactory49860
May 200688.0Structurally deficientPoorGoodSatisfactory49860
June 200588.0Structurally deficientPoorGoodSatisfactory49860
May 200488.5Structurally deficientPoorGoodSatisfactory45060
May 200388.5Structurally deficientPoorGoodSatisfactory45060
April 200288.5Structurally deficientPoorGoodSatisfactory45060
November 200078.9Not deficientFairGoodFair45010
September 199978.9Not deficientFairGoodFair45010
June 199890.6Not deficientFairGoodSatisfactory45010
July 199690.6Not deficientFairGoodSatisfactory45010
November 199591.5Not deficientFairGoodSatisfactory45010
May 199491.5Not deficientFairVery GoodSatisfactory45010
May 199378.0Not deficientFairVery GoodFair44050
May 199280.0Not deficientFairGoodFair44050
March 199191.6Not deficientFairGoodSatisfactory44050