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US22 EB over CUL ST;EGGLESTON AVE.

Map

Coordinates:
+39.10472, -84.50611
39°06'17" N, 84°30'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US22 EB over CUL ST;EGGLESTON AVE.
Structure number:3100766
Location:DOWNTOWN CINCINNATI
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:517.1 ft. [157.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,514 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
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:32.8 tons [29.8 metric tons]
Sufficiency rating:68.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201668.0FairSatisfactorySatisfactoryFairFO4514
March 201569.4FairSatisfactorySatisfactoryFairFO4410
October 201368.0FairSatisfactorySatisfactoryFairFO4410
September 201277.1FairSatisfactorySatisfactorySatisfactoryFO4410
June 201177.1FairSatisfactorySatisfactorySatisfactoryFO4410
August 201077.2FairSatisfactorySatisfactorySatisfactoryFO3910
September 200977.1FairSatisfactorySatisfactorySatisfactoryFO3910
August 200877.1FairSatisfactorySatisfactorySatisfactoryFO3910
August 200777.1FairSatisfactorySatisfactorySatisfactoryFO3910
October 200677.2FairGoodSatisfactorySatisfactoryFO2800
August 200577.2GoodGoodGoodGoodFO2800
September 200477.2GoodGoodGoodGoodFO2800
October 200377.2GoodGoodGoodGoodFO2800
September 200277.2GoodGoodGoodGoodFO2800
July 200177.2GoodGoodGoodGoodFO2800
October 200079.2GoodGoodGoodGoodFO2800
August 199979.2GoodGoodGoodGoodFO2800
October 199879.2GoodGoodGoodGoodFO2800
May 199779.2GoodGoodGoodGoodFO2800
January 199679.2GoodGoodGoodGoodFO2800
October 199484.5GoodGoodGoodGoodFO2585
October 199284.5GoodGoodVery GoodGood-2585
November 199184.5GoodGoodVery GoodGood-2585
December 199084.5GoodGoodVery GoodGood-2585