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SR00033 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:SR00033 over OLENTANGY RIVER
Structure number:2501473
Location:0.16 MI E OF SR315
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1954
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201577.9Functionally obsoleteGoodExcellentVery Good8870
February 201479.9Functionally obsoleteGoodExcellentVery Good8870
February 201379.9Functionally obsoleteGoodExcellentVery Good8870
March 201277.9Functionally obsoleteGoodExcellentVery Good8870
April 201077.9Functionally obsoleteGoodExcellentVery Good8850
March 200977.9Functionally obsoleteGoodExcellentVery Good8850
June 200877.9Functionally obsoleteGoodExcellentVery Good8850
July 200777.9Not deficientGoodExcellentVery Good8850
May 200677.3Not deficientGoodExcellentVery Good13955
September 200577.3Not deficientVery GoodExcellentVery Good13955
April 200477.3Not deficientVery GoodExcellentVery Good13955
April 200377.3Not deficientVery GoodExcellentVery Good13955
April 200277.0Not deficientVery GoodExcellentVery Good16250
February 200179.0Not deficientExcellentExcellentVery Good16250
April 199764.6Functionally obsoleteFairFairFair16250
March 199664.8Functionally obsoleteFairFairFair15020
May 199563.2Structurally deficientPoorFairFair15020
April 199463.2Structurally deficientPoorFairFair15020
April 199363.2Structurally deficientPoorFairFair15020
March 199263.2Structurally deficientPoorSatisfactoryFair15020
March 199163.2Structurally deficientPoorSatisfactoryFair15020