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STEVENS STREET over GENESEE RIVER

Map 

Coordinates:
+42.12061, -77.94951
42°07'14" N, 77°56'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:99°
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 2011 

Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:81.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$709,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201181.8Not deficientGoodGoodSatisfactory3200
November 200981.8Not deficientGoodGoodSatisfactory3188
October 200781.7Not deficientGoodGoodSatisfactory4959
October 200570.7Not deficientGoodGoodFair4959
October 200370.7Not deficientGoodGoodFair4959
November 200170.8Not deficientGoodGoodFair3354
November 199970.8Not deficientGoodGoodFair3354
November 199781.8Not deficientGoodSatisfactorySatisfactory3256
December 199570.6Not deficientSatisfactoryFairFair3256
August 199453.6Structurally deficientFairFairPoor2800
September 199269.7Not deficientFairSatisfactoryFair2800
November 199070.7Not deficientVery GoodFairFair2800