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SULLIVANT over IR 270

Map

Coordinates:
+39.94000, -83.12222
39°56'24" N, 83°07'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SULLIVANT over IR 270
Structure number:2512459
Location:6.17 MI N OF I-71
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:81.4 ft. [24.8 m]
Total length:281.5 ft. [85.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,999 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201678.5FairSatisfactoryVery GoodGoodFO7999
September 201577.6FairSatisfactoryVery GoodGoodFO12900
August 201477.6GoodGoodVery GoodGoodFO12900
July 201377.6GoodGoodVery GoodGoodFO12900
July 201277.6GoodGoodVery GoodGoodFO12900
September 201177.6GoodGoodVery GoodGoodFO12900
August 201077.6GoodGoodVery GoodGoodFO12900
October 200977.6GoodGoodVery GoodGoodFO12900
November 200877.6GoodGoodVery GoodGoodFO12900
October 200772.5GoodGoodVery GoodGoodFO12900
September 200672.5GoodGoodVery GoodGoodFO12900
November 200572.5GoodGoodVery GoodGoodFO12900
October 200472.5GoodGoodVery GoodGoodFO12900
October 200372.5GoodGoodVery GoodGoodFO12900
September 200280.8GoodGoodVery GoodGoodFO1000
August 200084.8GoodGoodVery GoodGoodFO1000
September 199984.8GoodGoodVery GoodGoodFO1000
August 199884.8GoodGoodVery GoodGoodFO1000
July 199684.8GoodGoodVery GoodGoodFO1000
October 199584.8GoodGoodVery GoodGoodFO1000
September 199484.8FairSatisfactoryVery GoodSatisfactoryFO1000
July 199384.8FairSatisfactoryVery GoodSatisfactoryFO1000
July 199273.8FairSatisfactoryVery GoodFairFO1000
July 199173.8FairSatisfactoryVery GoodFairFO1000