W. 14TH ST. over I-490


+41.47417, -81.69333
41°28'27" N, 81°41'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:W. 14TH ST. over I-490
Structure number:1812068
Location:.27 MI. E. OF JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:96.1 ft. [29.3 m]
Total length:536.1 ft. [163.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:40.7 ft. [12.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2009
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:8
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 2015 

Status:Open, no restriction [A]
Average daily traffic:18,050 [as of 2002]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:72.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201572.7Not deficientVery GoodSatisfactoryVery Good18050
May 201472.7Not deficientVery GoodSatisfactoryVery Good18050
June 201372.7Not deficientVery GoodSatisfactoryVery Good18050
April 201272.7Not deficientVery GoodSatisfactoryVery Good18050
June 201174.7Not deficientVery GoodSatisfactoryVery Good18050
December 201074.7Not deficientGoodSatisfactoryExcellent18050
December 200974.7Not deficientGoodSatisfactoryExcellent18050
December 200874.7Functionally obsoleteGoodSatisfactorySatisfactory18050
August 200760.1Functionally obsoleteFairFairSatisfactory18050
June 200660.1Functionally obsoleteFairFairSatisfactory18050
May 200560.1Functionally obsoleteFairFairSatisfactory18050
December 200460.1Functionally obsoleteFairFairSatisfactory18050
September 200264.3Functionally obsoleteFairFairSatisfactory18050
April 200088.0Functionally obsoleteFairSatisfactorySatisfactory100
June 199989.0Functionally obsoleteSatisfactorySatisfactorySatisfactory100
June 199889.0Functionally obsoleteSatisfactorySatisfactorySatisfactory100
July 199689.0Functionally obsoleteSatisfactorySatisfactorySatisfactory100
January 199694.0Functionally obsoleteSatisfactorySatisfactorySatisfactory100
December 199494.0Functionally obsoleteSatisfactorySatisfactorySatisfactory100
December 199394.0Functionally obsoleteSatisfactoryGoodGood100
November 199267.0Structurally deficientSatisfactorySatisfactoryPoor100
September 199193.0Functionally obsoleteFairSatisfactoryGood100