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STOKES BLVD CR 287 over CSXT & NS RRS AND RTA

Map 

Coordinates:
+41.49750, -81.60917
41°29'51" N, 81°36'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STOKES BLVD CR 287 over CSXT & NS RRS AND RTA
Structure number:1833936
Location:750' SOUTH OF CEDAR AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:69.2 ft. [21.1 m]
Total length:190.3 ft. [58.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:28,000 [as of 2000]
Truck traffic:1% of total traffic
Deck condition:Good [7 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 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:62.7 tons [57.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201573.4Functionally obsoleteGoodVery GoodGood28000
August 201473.4Functionally obsoleteGoodVery GoodGood28000
October 201373.4Functionally obsoleteGoodGoodGood28000
November 201273.4Functionally obsoleteGoodGoodGood28000
November 201173.4Not deficientGoodGoodGood28000
October 201073.4Not deficientVery GoodVery GoodGood28000
November 200973.4Not deficientVery GoodVery GoodVery Good28000
August 200873.4Not deficientExcellentExcellentVery Good28000
October 200673.4Not deficientExcellentExcellentVery Good28000
July 200571.4Not deficientExcellentExcellentVery Good28000
200077.6Not deficient---28000