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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,822 [as of 2015]
Truck traffic:12% 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]
Sufficiency rating:77.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201677.7GoodVery GoodVery GoodGoodFO10822
November 201577.9GoodVery GoodVery GoodGoodFO8680
December 201480.0GoodVery GoodExcellentGoodFO8680
November 201380.0GoodGoodVery GoodGoodFO8680
September 201280.0GoodGoodVery GoodGoodFO8680
November 201180.0GoodGoodVery GoodGoodFO8680
November 201079.0GoodGoodVery GoodGoodFO16690
October 200979.0GoodGoodVery GoodGoodFO16690
December 200879.0GoodGoodVery GoodGoodFO16690
November 200779.0GoodGoodVery GoodGoodFO16690
November 200679.0GoodGoodVery GoodGoodFO16690
December 200579.0GoodGoodVery GoodVery GoodFO16690
December 200479.0GoodGoodVery GoodVery GoodFO16910
October 200279.0GoodGoodVery GoodVery Good-16910
June 200079.7GoodGoodVery GoodVery Good-10870
August 199979.7GoodGoodVery GoodVery Good-10870
December 199879.7GoodGoodVery GoodVery Good-10870
November 199679.7GoodVery GoodVery GoodVery Good-10870
January 199580.0GoodVery GoodExcellentExcellent-10870
December 199480.0GoodVery GoodVery GoodVery Good-10870