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HILLIARD-ROME RD S over HILLIARD ROME RD OVER 70

Map

Coordinates:
+39.97722, -83.15028
39°58'38" N, 83°09'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HILLIARD-ROME RD S over HILLIARD ROME RD OVER 70
Structure number:2503999
Location:1.65 MI W OF IR270
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:106.0 ft. [32.3 m]
Total length:337.6 ft. [102.9 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,944 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:92.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.9GoodExcellentVery GoodVery Good-20944
May 201591.8GoodExcellentVery GoodVery Good-32300
May 201491.8GoodExcellentVery GoodVery Good-32300
April 201391.8GoodExcellentVery GoodVery Good-32300
April 201291.8GoodExcellentVery GoodVery Good-32300
June 201191.8GoodExcellentVery GoodVery Good-32300
May 201091.8GoodExcellentVery GoodVery Good-32300
August 200979.2FairFairSatisfactoryFair-32300
August 200879.2FairFairSatisfactoryFairFO32300
August 200788.7FairFairSatisfactorySatisfactoryFO32300
August 200688.7FairFairVery GoodSatisfactoryFO32300
October 200589.8FairSatisfactoryVery GoodSatisfactoryFO32300
February 200589.8FairSatisfactoryVery GoodSatisfactoryFO32300
August 200389.8FairSatisfactoryVery GoodSatisfactoryFO32300
August 200290.4FairSatisfactoryVery GoodSatisfactoryFO26288
June 200094.5FairSatisfactoryVery GoodSatisfactory-26288
July 199994.5FairSatisfactoryVery GoodSatisfactory-26288
June 199894.5FairSatisfactoryVery GoodSatisfactory-26288
June 199794.5FairGoodVery GoodSatisfactory-26288
June 199694.5FairGoodVery GoodSatisfactory-26288
July 199595.0FairGoodVery GoodSatisfactory-26288
June 199495.0FairGoodVery GoodSatisfactory-26288
June 199382.0FairSatisfactorySatisfactorySatisfactory-262880
May 199270.0FairFairGoodFair-262880
April 199170.0FairFairGoodFair-262880