Share:

SR 62 over 9TH AVENUE

Map

Coordinates:
+37.97833, -87.59333
37°58'42" N, 87°35'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 62 over 9TH AVENUE
Structure number:021971
Location:02.47 W US 41
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.4 ft. [18.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:78.7 ft. [24.0 m]
Deck width edge-to-edge:97.4 ft. [29.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:54,833 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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:53.9 tons [49.0 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:80.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201680.7GoodVery GoodGoodVery Good-54833
April 201480.7GoodGoodGoodVery Good-54833
April 201280.7GoodGoodVery GoodVery Good-54833
April 201080.6GoodVery GoodVery GoodVery Good-54833
April 200880.6GoodVery GoodVery GoodVery Good-54833
April 200682.0GoodVery GoodVery GoodVery Good-54833
April 200482.0GoodVery GoodVery GoodVery Good-54833
May 200282.0GoodVery GoodVery GoodVery Good-53758
May 200082.0GoodVery GoodVery GoodVery Good-46263