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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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,891 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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: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:81.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201681.0GoodVery GoodExcellentGood-16891
September 201580.6GoodVery GoodExcellentVery Good-20900
August 201480.6GoodVery GoodExcellentVery Good-20900
July 201380.6GoodVery GoodExcellentExcellent-20900
July 201280.6GoodVery GoodExcellentExcellent-20900
September 201180.6GoodVery GoodExcellentExcellent-20900
August 201080.6GoodExcellentExcellentExcellent-20900
October 200980.6GoodExcellentExcellentExcellent-20900
November 200880.6GoodExcellentExcellentExcellent-20900
October 200774.4GoodExcellentExcellentExcellent-20900
August 200674.4GoodExcellentExcellentExcellent-20900
November 200574.4GoodExcellentExcellentExcellent-20900
October 200474.4GoodExcellentExcellentExcellent-20900
October 200374.4GoodExcellentExcellentExcellent-20900
September 200275.8GoodGoodGoodGoodFO9990
August 200079.8GoodGoodGoodGood-9990
September 199979.8GoodGoodGoodGood-9990
August 199879.8GoodGoodGoodGood-9990
July 199679.8GoodGoodGoodGood-9990
October 199581.0GoodGoodGoodGood-9990
September 199481.0FairSatisfactoryGoodGood-9990
July 199381.0FairSatisfactoryGoodGood-9990
July 199280.0FairFairGoodSatisfactory-9990
July 199180.0FairFairGoodSatisfactory-9990