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W.9TH STREET over RTA AMTRAK CONRAIL

Map 

Coordinates:
+41.50167, -81.70333
41°30'06" N, 81°42'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W.9TH STREET over RTA AMTRAK CONRAIL
Structure number:1870149
Location:EAST OF FRONT STREET
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:97.1 ft. [29.6 m]
Total length:321.9 ft. [98.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 1991]
Truck traffic:20% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.4 tons [43.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201587.5Functionally obsoleteVery GoodVery GoodVery Good500
May 201492.9Functionally obsoleteVery GoodVery GoodVery Good500
September 201394.9Functionally obsoleteVery GoodVery GoodVery Good500
May 201294.9Functionally obsoleteVery GoodVery GoodVery Good500
May 201194.9Functionally obsoleteVery GoodVery GoodVery Good500
May 201094.9Functionally obsoleteVery GoodVery GoodVery Good500
May 200994.9Functionally obsoleteVery GoodVery GoodVery Good500
August 200694.9Functionally obsoleteVery GoodVery GoodVery Good500
August 200594.9Not deficientVery GoodVery GoodVery Good500
June 200394.9Not deficientExcellentExcellentExcellent500
August 200294.9Not deficientExcellentExcellentExcellent500
June 200094.9Not deficientExcellentExcellentExcellent500
June 199994.9Not deficientExcellentExcellentExcellent500
199994.9Not deficient---500