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SR87(BUCKEYE RD) over NSC RR & RTA28 @ E. 86 S

Map 

Coordinates:
+41.48778, -81.62778
41°29'16" N, 81°37'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR87(BUCKEYE RD) over NSC RR & RTA28 @ E. 86 S
Structure number:1807382
Location:1.25 MI E SR8
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.1 ft. [11.3 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed: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:6
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:14,080 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.6Not deficientGoodExcellentSatisfactory14080
December 201495.6Not deficientSatisfactoryVery GoodSatisfactory14080
November 201395.6Not deficientSatisfactoryVery GoodSatisfactory14080
November 201295.6Not deficientSatisfactoryVery GoodSatisfactory14080
November 201195.6Not deficientSatisfactoryVery GoodSatisfactory14080
December 201095.4Not deficientSatisfactoryVery GoodSatisfactory16728
November 200995.4Not deficientSatisfactoryVery GoodSatisfactory16728
December 200895.4Not deficientSatisfactoryVery GoodSatisfactory16728
October 200795.3Not deficientSatisfactoryVery GoodSatisfactory17130
December 200695.3Not deficientSatisfactoryVery GoodSatisfactory17130
September 200595.3Not deficientGoodVery GoodSatisfactory17130
October 200495.8Not deficientSatisfactoryVery GoodSatisfactory12910
August 200395.8Not deficientSatisfactoryVery GoodSatisfactory12910
November 200295.8Not deficientSatisfactoryVery GoodSatisfactory12910
August 200195.8Not deficientGoodVery GoodGood12910
June 200095.9Not deficientGoodVery GoodGood11520
November 199995.9Not deficientGoodVery GoodGood11520
December 199895.9Not deficientGoodVery GoodGood11520
December 199795.9Not deficientVery GoodVery GoodGood11520
November 199695.9Not deficientGoodVery GoodGood11520
October 199596.1Not deficientGoodVery GoodGood11520
August 199496.1Not deficientVery GoodVery GoodGood11520
January 199486.3Functionally obsoleteVery GoodVery GoodSatisfactory14080
December 199269.0Structurally deficientPoorSatisfactoryFair14080
June 199171.0Functionally obsoleteFairSatisfactoryFair14080