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SR00033 over OLENTANGY RIVER

Map

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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,8002,800000
Deck
Reinforced Concrete Decksq. ft.17,96717,967000
Substructure
Reinforced Concrete Pier Walllinear ft.25421925100
Reinforced Concrete Abutmentlinear ft.127127000
Joints
Strip Seal Jointlinear ft.9090000
Bearings
Movable Bearingeach4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.800800000