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SECOND STREET over PARKING LOT

Hamilton County, Ohio

Map

Coordinates:
+39.09583, -84.52083
39°05'45" N, 84°31'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,364 [as of 2015]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
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:94.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201694.1GoodVery GoodVery GoodVery Good-40364
August 201599.8GoodVery GoodVery GoodVery Good-1893
September 201498.8GoodVery GoodVery GoodVery Good-1893
September 201397.8GoodVery GoodVery GoodVery Good-1893
September 201297.8GoodVery GoodVery GoodVery Good-1893
July 201197.8GoodVery GoodVery GoodVery Good-1893
July 201097.8GoodVery GoodVery GoodVery Good-1893
June 200997.8GoodVery GoodVery GoodVery Good-1893
June 200897.8GoodVery GoodExcellentExcellent-1893
August 200797.8GoodVery GoodExcellentExcellent-1893
September 200697.8GoodVery GoodExcellentExcellent-1893
July 200597.8GoodVery GoodExcellentExcellent-1893
February 200397.8GoodExcellentExcellentExcellent-1893
200097.8-----1893