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GEORGESVILLE RD N over IR 270

Map 

Coordinates:
+39.92333, -83.11972
39°55'24" N, 83°07'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GEORGESVILLE RD N over IR 270
Structure number:2512637
Location:2.84 MI N OF I-71
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:20,900 [as of 1999]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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:80.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201580.6Not deficientVery GoodExcellentVery Good20900
August 201480.6Not deficientVery GoodExcellentVery Good20900
July 201380.6Not deficientVery GoodExcellentExcellent20900
July 201280.6Not deficientVery GoodExcellentExcellent20900
September 201180.6Not deficientVery GoodExcellentExcellent20900
August 201080.6Not deficientExcellentExcellentExcellent20900
October 200980.6Not deficientExcellentExcellentExcellent20900
November 200880.6Not deficientExcellentExcellentExcellent20900
October 200774.4Not deficientExcellentExcellentExcellent20900
August 200674.4Not deficientExcellentExcellentExcellent20900
November 200574.4Not deficientExcellentExcellentExcellent20900
October 200474.4Not deficientExcellentExcellentExcellent20900
October 200374.4Not deficientExcellentExcellentExcellent20900
September 200275.8Functionally obsoleteGoodGoodGood9990
August 200079.8Not deficientGoodGoodGood9990
September 199979.8Not deficientGoodGoodGood9990
August 199879.8Not deficientGoodGoodGood9990
July 199679.8Not deficientGoodGoodGood9990
October 199581.0Not deficientGoodGoodGood9990
September 199481.0Not deficientSatisfactoryGoodGood9990
July 199381.0Not deficientSatisfactoryGoodGood9990
July 199280.0Not deficientFairGoodSatisfactory9990
July 199180.0Not deficientFairGoodSatisfactory9990