+40.03167, -83.02333
40°01'54" N, 83°01'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:2531496
Location:0.5 MI WEST OF HIGH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:452.1 ft. [137.8 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1939
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:33,675 [as of 1997]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201595.3Not deficientVery GoodVery GoodGood33675
January 201595.3Not deficientVery GoodVery GoodGood33675
February 201495.3Not deficientVery GoodVery GoodGood33675
December 201295.3Not deficientVery GoodVery GoodGood33675
January 201295.3Not deficientVery GoodVery GoodGood33675
December 201092.3Not deficientVery GoodVery GoodGood33675
January 201092.3Not deficientVery GoodVery GoodGood33675
August 200892.3Not deficientGoodGoodGood33675
October 200792.3Not deficientVery GoodVery GoodGood33675
November 200692.3Not deficientVery GoodVery GoodGood33675
September 200592.3Not deficientVery GoodVery GoodGood33675
September 200492.3Not deficientVery GoodVery GoodGood33675
September 200392.3Not deficientVery GoodVery GoodGood33675
September 200292.3Not deficientVery GoodVery GoodGood33675
November 200192.3Not deficientGoodVery GoodGood33675
October 200092.3Not deficientGoodVery GoodGood33675
November 199992.3Not deficientGoodVery GoodGood33675
December 199892.3Not deficientGoodVery GoodGood33675
December 199692.3Not deficientGoodVery GoodGood33675
December 199592.5Not deficientGoodVery GoodGood29920
December 199492.5Not deficientGoodVery GoodGood29920
December 199392.5Not deficient-Very GoodGood29920
December 199292.8Not deficientGoodVery GoodGood28200
December 199192.8Not deficientGoodVery GoodGood28200