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COLUMBUS RD over ABAND N&S RR

Map 

Coordinates:
+41.49500, -81.70000
41°29'42" N, 81°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLUMBUS RD over ABAND N&S RR
Structure number:1869302
Location:W OF CARTER RD (FLATS)
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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:4,350 [as of 1984]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.6 tons [78.7 metric tons]
Inventory rating:52.0 tons [47.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201575.7Functionally obsoleteGoodVery GoodGood4350
May 201475.7Functionally obsoleteGoodVery GoodSatisfactory4350
April 201375.7Functionally obsoleteGoodVery GoodVery Good4350
May 201275.7Functionally obsoleteGoodVery GoodVery Good4350
June 201176.7Functionally obsoleteGoodVery GoodVery Good4350
May 201077.7Functionally obsoleteGoodVery GoodVery Good4350
May 200977.7Functionally obsoleteGoodVery GoodVery Good4350
July 200777.7Functionally obsoleteGoodVery GoodVery Good4350
September 200677.7Functionally obsoleteGoodVery GoodVery Good4350
August 200577.7Functionally obsoleteGoodVery GoodVery Good4350
June 200377.7Functionally obsoleteVery GoodVery GoodVery Good4350
August 200277.7Functionally obsoleteVery GoodVery GoodVery Good4350
June 200077.6Functionally obsoleteVery GoodExcellentExcellent4350
June 199977.6Functionally obsoleteVery GoodExcellentExcellent4350
June 199877.6Functionally obsoleteVery GoodExcellentExcellent4350
June 199777.6Functionally obsoleteVery GoodExcellentExcellent4350
May 199677.6Functionally obsoleteVery GoodExcellentExcellent4350
November 199577.7Functionally obsoleteVery GoodExcellentExcellent4350
May 199477.7Not deficientVery GoodExcellentExcellent4350
April 199375.7Not deficientVery GoodExcellentExcellent4350
June 199175.7Not deficientExcellentExcellentExcellent4350