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NEW ALBANY RD over OVER SR161

Map

Coordinates:
+40.09139, -82.82333
40°05'29" N, 82°49'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEW ALBANY RD over OVER SR161
Structure number:2509369
Location:1.35 MI WEST OF US62
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:95.1 ft. [29.0 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,584 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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 replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:78.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201678.2GoodExcellentExcellentGoodFO3584
August 201595.0GoodExcellentExcellentGoodFO1
August 201495.0GoodExcellentExcellentGoodFO1
July 201395.0GoodExcellentExcellentVery GoodFO1
May 201295.0GoodExcellentExcellentVery GoodFO1
August 201195.0GoodExcellentExcellentVery GoodFO1
August 201095.0GoodExcellentExcellentVery GoodFO1
September 200995.0GoodExcellentExcellentVery GoodFO1
September 200895.0GoodExcellentExcellentVery GoodFO1
September 200796.0GoodExcellentExcellentVery GoodFO1
July 200696.0GoodExcellentExcellentGoodFO1
October 200596.0GoodExcellentExcellentGoodFO1
September 200496.0GoodExcellentExcellentExcellentFO1
September 200396.0GoodExcellentExcellentExcellent-1
December 200237.0GoodExcellentExcellentExcellent--
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