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SR 00033 over OLENTANGY RIVER

Map 

Coordinates:
+39.96583, -83.01861
39°57'57" N, 83°01'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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