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RACE STREET over PETE ROSE WAY & PARKING

Map 

Coordinates:
+39.09694, -84.51333
39°05'49" N, 84°30'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RACE STREET over PETE ROSE WAY & PARKING
Structure number:3162036
Location:AT INT WITH FREEDOM WAY
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:375.0 ft. [114.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:17
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201580.4Functionally obsoleteGoodVery GoodVery Good5000
September 201480.4Functionally obsoleteGoodVery GoodVery Good5000
October 201397.5Not deficientVery GoodVery GoodVery Good5000
September 201297.5Not deficientVery GoodVery GoodVery Good5000
October 201197.5Not deficientVery GoodExcellentVery Good5000
July 201037.3Structurally deficientVery GoodVery GoodVery Good5000
June 200997.5Not deficientVery GoodExcellentExcellent5000
May 200897.5Not deficientVery GoodExcellentExcellent5000