Share:

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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,117 [as of 2015]
Truck traffic:5% 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]
Sufficiency rating:77.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201677.6GoodGoodExcellentVery GoodFO11117
March 201577.9GoodGoodExcellentVery GoodFO8870
February 201479.9GoodGoodExcellentVery GoodFO8870
February 201379.9GoodGoodExcellentVery GoodFO8870
March 201277.9GoodGoodExcellentVery GoodFO8870
April 201077.9GoodGoodExcellentVery GoodFO8850
March 200977.9GoodGoodExcellentVery GoodFO8850
June 200877.9GoodGoodExcellentVery GoodFO8850
July 200777.9GoodGoodExcellentVery Good-8850
May 200677.3GoodGoodExcellentVery Good-13955
September 200577.3GoodVery GoodExcellentVery Good-13955
April 200477.3GoodVery GoodExcellentVery Good-13955
April 200377.3GoodVery GoodExcellentVery Good-13955
April 200277.0GoodVery GoodExcellentVery Good-16250
February 200179.0GoodExcellentExcellentVery Good-16250
April 199764.6FairFairFairFairFO16250
March 199664.8FairFairFairFairFO15020
May 199563.2PoorPoorFairFairSD15020
April 199463.2PoorPoorFairFairSD15020
April 199363.2PoorPoorFairFairSD15020
March 199263.2PoorPoorSatisfactoryFairSD15020
March 199163.2PoorPoorSatisfactoryFairSD15020