+39.96583, -83.01861
39°57'57" N, 83°01'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 00033 over OLENTANGY RIVER
Structure number:2501449
Location:0.16 MI E OF SR315
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.2 ft. [22.3 m]
Total length:438.0 ft. [133.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:11,117 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201699.0FairVery GoodSatisfactoryVery Good-11117
March 201599.2FairVery GoodSatisfactoryVery Good-8870
February 201494.2FairVery GoodSatisfactoryVery Good-8870
February 201394.2FairVery GoodSatisfactoryVery Good-8870
March 201292.2FairVery GoodSatisfactoryVery Good-8870
April 201092.2FairVery GoodSatisfactoryVery Good-8850
March 200992.2FairVery GoodSatisfactoryVery Good-8850
June 200892.2FairVery GoodSatisfactoryVery Good-8850
July 200792.2FairVery GoodSatisfactoryVery Good-8850
May 200691.7GoodVery GoodGoodVery Good-13955
September 200591.7GoodVery GoodVery GoodVery Good-13955
April 200491.7GoodVery GoodVery GoodVery Good-13955
April 200391.7GoodVery GoodVery GoodVery Good-13955
April 200291.5GoodVery GoodVery GoodVery Good-16250
February 200191.5GoodVery GoodVery GoodVery Good-16250
April 199765.6PoorPoorPoorFairSD16250
March 199682.3PoorPoorFairFairSD15020
May 199566.3PoorPoorPoorPoorSD15020
April 199466.3PoorPoorPoorPoorSD15020
April 199366.3PoorPoorPoorPoorSD15020
March 199268.3PoorFairFairPoorSD15020
March 199168.3PoorFairFairPoorSD15020

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Stringerlinear ft.1,5001,1502501000
Reinforced Concrete Archlinear ft.43836320550
Reinforced Concrete Floor Beamlinear ft.4403806000
Reinforced Concrete Pier Walllinear ft.2522193300
Reinforced Concrete Abutmentlinear ft.126126000
Reinforced Concrete Pier Caplinear ft.252252000
Strip Seal Jointlinear ft.2672230440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.876876000