Share:

RTE I90 over GENESEE RIVER

Map 

Coordinates:
+43.04299, -77.72651
43°02'35" N, 77°43'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RTE I90 over GENESEE RIVER
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:303.8 ft. [92.6 m]
Roadway width between curbs:48.9 ft. [14.9 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]
Main span material:Steel continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:13,573 [as of 2009]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:94.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,675,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:13,293 [as of 1998]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 assessed or calculated scour condition. [5]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:95.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,356,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:10,450 [as of 1990]
Truck traffic:18% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Scour calculation/evaluation has not been made. [6]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:40.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,117,000