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WEST STATE ST over GENESEE RIVER

Map 

Coordinates:
+42.11891, -77.94681
42°07'08" N, 77°56'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:WEST STATE ST over GENESEE RIVER
Structure number:000000002215510
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:209.0 ft. [63.7 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:4,949 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
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:103.7 tons [94.3 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:97.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$471,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:5,861 [as of 1998]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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:39.8 tons [36.2 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:20.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$872,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:3,900 [as of 1986]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,757,000