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SECOND STREET over PARKING LOT

Map 

Coordinates:
+39.09583, -84.52083
39°05'45" N, 84°31'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND STREET over PARKING LOT
Structure number:3160661
Location:E SIDE CLAY WADE BAILEY
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:90.9 ft. [27.7 m]
Total length:350.1 ft. [106.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:48.9 ft. [14.9 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:4
Main spans material:Prestressed concrete continuous [6]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:1,893 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.8Not deficientVery GoodVery GoodVery Good1893
September 201498.8Not deficientVery GoodVery GoodVery Good1893
September 201397.8Not deficientVery GoodVery GoodVery Good1893
September 201297.8Not deficientVery GoodVery GoodVery Good1893
July 201197.8Not deficientVery GoodVery GoodVery Good1893
July 201097.8Not deficientVery GoodVery GoodVery Good1893
June 200997.8Not deficientVery GoodVery GoodVery Good1893
June 200897.8Not deficientVery GoodExcellentExcellent1893
August 200797.8Not deficientVery GoodExcellentExcellent1893
September 200697.8Not deficientVery GoodExcellentExcellent1893
July 200597.8Not deficientVery GoodExcellentExcellent1893
February 200397.8Not deficientExcellentExcellentExcellent1893
200097.8Not deficient---1893