+40.03000, -83.09667
40°01'48" N, 83°05'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:2534991
Location:JUST WEST OF U.S. 33
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:210.0 ft. [64.0 m]
Total length:699.2 ft. [213.1 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1988
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:19,757 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201592.6Not deficientSatisfactoryVery GoodVery Good19757
May 201492.6Not deficientSatisfactoryVery GoodVery Good19757
November 201392.6Not deficientSatisfactoryVery GoodVery Good19757
May 201292.6Not deficientSatisfactoryVery GoodVery Good19757
November 201192.6Not deficientSatisfactoryVery GoodVery Good19757
September 201092.6Not deficientSatisfactoryVery GoodVery Good19757
May 200992.6Not deficientSatisfactoryVery GoodVery Good19757
May 200892.6Not deficientSatisfactoryVery GoodVery Good19757
December 200792.6Not deficientVery GoodVery GoodVery Good19757
January 200792.6Not deficientVery GoodVery GoodVery Good19757
October 200592.6Not deficientVery GoodVery GoodVery Good19757
September 200492.6Not deficientVery GoodVery GoodVery Good19757
October 200392.6Not deficientGoodVery GoodVery Good19757
October 200292.6Not deficientGoodVery GoodVery Good19757
November 200192.6Not deficientGoodVery GoodVery Good19757
October 200092.6Not deficientGoodVery GoodVery Good19757
November 199992.6Not deficientGoodVery GoodVery Good19757
September 199892.6Not deficientGoodVery GoodVery Good19757
December 199692.6Not deficientGoodVery GoodVery Good19757
December 199593.6Not deficientGoodVery GoodVery Good17042
December 199493.6Not deficientGoodVery GoodVery Good17042
December 199393.6Not deficientGoodVery GoodVery Good17042
September 199294.5Not deficientGoodVery GoodVery Good14700
December 199194.5Not deficient-Very GoodVery Good14700