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I 71 over OVER WORTHINGTON-GALENA

Map

Coordinates:
+40.13417, -82.97139
40°08'03" N, 82°58'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 71 over OVER WORTHINGTON-GALENA
Structure number:2508419
Location:1.69 MI N OF I-270
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.2 ft. [16.2 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:202.4 ft. [61.7 m]
Deck width edge-to-edge:205.4 ft. [62.6 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:151,457 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:44.6 tons [40.5 metric tons]
Inventory rating:33.6 tons [30.5 metric tons]
Sufficiency rating:82.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201682.2GoodVery GoodVery GoodGood-151457
July 201582.4GoodVery GoodVery GoodGood-131700
August 201483.4FairVery GoodVery GoodSatisfactory-131700
May 201382.4FairVery GoodVery GoodSatisfactory-131700
July 201282.4FairVery GoodVery GoodSatisfactory-131700
July 201182.4FairVery GoodVery GoodSatisfactory-131700
September 201090.1FairVery GoodVery GoodSatisfactory-62025
July 200990.1FairVery GoodVery GoodSatisfactory-62025
December 200890.1FairVery GoodVery GoodSatisfactory-62025
September 200790.1FairVery GoodVery GoodSatisfactory-62025
March 200690.3FairVery GoodVery GoodSatisfactory-59170
February 200590.3GoodVery GoodVery GoodGood-59170
July 200391.7GoodVery GoodVery GoodGood-44655
September 200292.3GoodVery GoodVery GoodGood-38670
July 200092.3GoodVery GoodVery GoodGood-38670
February 200092.3GoodVery GoodVery GoodGood-38670
July 199792.3GoodVery GoodVery GoodGood-38670
September 199692.1GoodVery GoodVery GoodGood-40360
December 199590.8GoodVery GoodVery GoodVery Good-40360
August 199490.8GoodVery GoodVery GoodVery Good-40360
May 199390.8GoodVery GoodVery GoodVery Good-40360
June 199290.8GoodVery GoodVery GoodVery Good-40360
January 199290.8GoodExcellentExcellentVery Good-40360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach3636000
Reinforced Concrete Abutmentlinear ft.47537575250
Reinforced Concrete Pier Caplinear ft.475475000
Joints
Strip Seal Jointlinear ft.276027600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.277277000
Deck
Reinforced Concrete Slabsq. ft.28,40628,07633000