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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:8,870 [as of 2010]
Truck traffic:6% 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:99.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201599.2Not deficientVery GoodSatisfactoryVery Good8870
February 201494.2Not deficientVery GoodSatisfactoryVery Good8870
February 201394.2Not deficientVery GoodSatisfactoryVery Good8870
March 201292.2Not deficientVery GoodSatisfactoryVery Good8870
April 201092.2Not deficientVery GoodSatisfactoryVery Good8850
March 200992.2Not deficientVery GoodSatisfactoryVery Good8850
June 200892.2Not deficientVery GoodSatisfactoryVery Good8850
July 200792.2Not deficientVery GoodSatisfactoryVery Good8850
May 200691.7Not deficientVery GoodGoodVery Good13955
September 200591.7Not deficientVery GoodVery GoodVery Good13955
April 200491.7Not deficientVery GoodVery GoodVery Good13955
April 200391.7Not deficientVery GoodVery GoodVery Good13955
April 200291.5Not deficientVery GoodVery GoodVery Good16250
February 200191.5Not deficientVery GoodVery GoodVery Good16250
April 199765.6Structurally deficientPoorPoorFair16250
March 199682.3Structurally deficientPoorFairFair15020
May 199566.3Structurally deficientPoorPoorPoor15020
April 199466.3Structurally deficientPoorPoorPoor15020
April 199366.3Structurally deficientPoorPoorPoor15020
March 199268.3Structurally deficientFairFairPoor15020
March 199168.3Structurally deficientFairFairPoor15020