+43.04299, -77.72651
43°02'35" N, 77°43'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000005510552
Location:3.9 MI W OF EXIT 46 90I
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:102.0 ft. [31.1 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:54.8 ft. [16.7 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1952
Year reconstructed:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel continuous [4]
Main span 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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,750 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:71.4 tons [64.9 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:96.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,622,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201596.4GoodVery GoodGoodGood-13750
May 201396.4GoodVery GoodGoodGood-13785
June 201196.4GoodVery GoodGoodGood-13200
June 200994.4FairFairSatisfactorySatisfactory-13573
June 200795.3FairSatisfactorySatisfactorySatisfactory-14143
June 200595.3FairSatisfactorySatisfactoryGood-14456
July 200395.3FairSatisfactorySatisfactoryGood-14456
June 200195.3FairSatisfactorySatisfactoryGood-14456
July 199995.4FairSatisfactorySatisfactoryGood-13293
July 199783.4FairFairFairSatisfactory-11603
December 199563.7PoorPoorPoorPoorSD11150
September 199339.6PoorPoorPoorPoorSD10884
October 199140.8PoorPoorPoorPoorSD10450