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SOUDER AVENUE over (O) SCIOTO RIVER

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

Facts

Name:SOUDER AVENUE over (O) SCIOTO RIVER
Structure number:2563010
Location:478FT N/MCKINLEY AVENUE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:142.1 ft. [43.3 m]
Total length:412.1 ft. [125.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,040 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.5 tons [58.6 metric tons]
Inventory rating:33.1 tons [30.1 metric tons]
Sufficiency rating:76.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.5GoodVery GoodVery GoodGoodFO11040
December 201576.5GoodGoodVery GoodVery GoodFO11040
November 201477.7GoodGoodVery GoodVery GoodFO11040
August 201377.7GoodGoodVery GoodVery GoodFO11040
August 201277.7GoodGoodVery GoodVery GoodFO11040
October 201177.7FairSatisfactoryVery GoodGoodFO11040
November 201077.7FairSatisfactoryVery GoodVery GoodFO11040
November 200777.7GoodGoodVery GoodVery Good-11040
December 200677.7GoodVery GoodVery GoodVery Good-11040
December 200577.7GoodVery GoodVery GoodVery Good-11040
November 200477.7GoodVery GoodVery GoodVery Good-11040