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STEVENS STREET over GENESEE RIVER

Map

Coordinates:
+42.12061, -77.94951
42°07'14" N, 77°56'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STEVENS STREET over GENESEE RIVER
Structure number:000000002215520
Location:IN WELLSVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:102.7 ft. [31.3 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:29°
Owner:Town or Township Highway Agency [03]
Year built:1974
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:94.7 tons [86.1 metric tons]
Inventory rating:56.8 tons [51.6 metric tons]
Sufficiency rating:78.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,137,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201578.3FairGoodGoodFair-2700
October 201381.8FairGoodGoodSatisfactory-3562
October 201181.8FairGoodGoodSatisfactory-3200
November 200981.8FairGoodGoodSatisfactory-3188
October 200781.7FairGoodGoodSatisfactory-4959
October 200570.7FairGoodGoodFair-4959
October 200370.7FairGoodGoodFair-4959
November 200170.8FairGoodGoodFair-3354
November 199970.8FairGoodGoodFair-3354
November 199781.8FairGoodSatisfactorySatisfactory-3256
December 199570.6FairSatisfactoryFairFair-3256
August 199453.6PoorFairFairPoorSD2800
September 199269.7FairFairSatisfactoryFair-2800
November 199070.7FairVery GoodFairFair-2800