SR 14 over NSC RR& RTA#40 @E.34 ST


+41.48639, -81.66639
41°29'11" N, 81°39'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 14 over NSC RR& RTA#40 @E.34 ST
Structure number:1801554
Location:0.45 MI. NW OF JCT I-490
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.1 ft. [42.1 m]
Total length:283.2 ft. [86.3 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1994
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:2
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,680 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201577.9Functionally obsoleteVery GoodVery GoodGood8680
December 201480.0Functionally obsoleteVery GoodExcellentGood8680
November 201380.0Functionally obsoleteGoodVery GoodGood8680
September 201280.0Functionally obsoleteGoodVery GoodGood8680
November 201180.0Functionally obsoleteGoodVery GoodGood8680
November 201079.0Functionally obsoleteGoodVery GoodGood16690
October 200979.0Functionally obsoleteGoodVery GoodGood16690
December 200879.0Functionally obsoleteGoodVery GoodGood16690
November 200779.0Functionally obsoleteGoodVery GoodGood16690
November 200679.0Functionally obsoleteGoodVery GoodGood16690
December 200579.0Functionally obsoleteGoodVery GoodVery Good16690
December 200479.0Functionally obsoleteGoodVery GoodVery Good16910
October 200279.0Not deficientGoodVery GoodVery Good16910
June 200079.7Not deficientGoodVery GoodVery Good10870
August 199979.7Not deficientGoodVery GoodVery Good10870
December 199879.7Not deficientGoodVery GoodVery Good10870
November 199679.7Not deficientVery GoodVery GoodVery Good10870
January 199580.0Not deficientVery GoodExcellentExcellent10870
December 199480.0Not deficientVery GoodVery GoodVery Good10870