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GEORGESVILLE RD S over IR 270

Map 

Coordinates:
+39.92361, -83.12000
39°55'25" N, 83°07'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GEORGESVILLE RD S over IR 270
Structure number:2512602
Location:2.85 MI N OF US62
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.0 ft. [25.0 m]
Total length:313.0 ft. [95.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:37,600 [as of 2000]
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 desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:78.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201578.6Not deficientVery GoodVery GoodVery Good37600
August 201478.6Not deficientVery GoodExcellentExcellent37600
July 201378.6Not deficientVery GoodExcellentExcellent37600
July 201278.6Not deficientVery GoodExcellentExcellent37600
September 201178.6Not deficientVery GoodExcellentExcellent37600
August 201078.6Not deficientExcellentExcellentExcellent37600
October 200978.6Not deficientExcellentExcellentExcellent37600
November 200878.6Not deficientExcellentExcellentExcellent37600
October 200772.3Not deficientExcellentExcellentExcellent37600
August 200672.3Not deficientExcellentExcellentExcellent37600
November 200572.3Not deficientExcellentExcellentExcellent37600
October 200472.3Not deficientExcellentExcellentExcellent37600
October 200372.3Not deficientExcellentExcellentExcellent37600
September 200275.8Functionally obsoleteSatisfactoryVery GoodGood9990
August 200079.8Not deficientSatisfactoryVery GoodGood9990
September 199979.8Not deficientGoodVery GoodGood9990
August 199879.8Not deficientGoodVery GoodGood9990
July 199679.8Not deficientGoodVery GoodGood9990
October 199582.1Not deficientGoodVery GoodGood9990
September 199482.1Not deficientSatisfactoryGoodGood9990
July 199382.1Not deficientSatisfactoryGoodGood9990
July 199281.0Not deficientFairGoodSatisfactory9990
July 199181.0Not deficientFairGoodSatisfactory9990