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US 22 WB over EGGLESTON AVE;CUL ST

Map

Coordinates:
+39.10583, -84.50500
39°06'21" N, 84°30'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 22 WB over EGGLESTON AVE;CUL ST
Structure number:3100294
Location:DOWNTOWN CINCINNATI
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built: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:2
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,788 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:80.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201680.4GoodGoodGoodGoodFO4788
September 201580.7GoodGoodGoodGoodFO2705
September 201480.7GoodGoodGoodGoodFO2705
September 201380.7GoodGoodGoodGoodFO2705
October 201278.7GoodGoodGoodGoodFO2705
June 201178.7FairSatisfactoryGoodGoodFO2705
August 201078.7FairSatisfactoryGoodGoodFO2705
August 200978.7FairSatisfactoryGoodGoodFO2705
August 200878.7FairSatisfactoryGoodGoodFO2705
August 200778.7FairSatisfactoryGoodGoodFO2705
October 200678.7GoodGoodGoodGoodFO2705
August 200578.7GoodGoodVery GoodVery GoodFO2705
October 200478.7GoodGoodVery GoodVery GoodFO2705
September 200378.7GoodGoodVery GoodVery GoodFO2705
December 200278.7GoodGoodVery GoodVery GoodFO2705
December 200178.7GoodGoodVery GoodVery GoodFO2705
July 200080.7GoodGoodGoodGoodFO2705
August 199980.7GoodGoodGoodGoodFO2705
October 199880.7GoodGoodGoodGoodFO2705
May 199780.7GoodGoodGoodGoodFO2705
March 199680.7GoodGoodGoodGoodFO2705
October 199480.7GoodGoodGoodGoodFO3355
October 199280.7GoodGoodVery GoodGood-3355
November 199180.7GoodGoodVery GoodVery Good-3355
December 199080.7GoodGoodVery GoodVery Good-3355