+42.73848, -77.88159
42°44'19" N, 77°52'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000001023670
Location:JCT RTE 36 + GENESEE R
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:130.3 ft. [39.7 m]
Total length:345.5 ft. [105.3 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:State Highway Agency [01]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,998 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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:Better than present minimum criteria [7]
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:89.8 tons [81.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:85.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,448,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201485.7Not deficientGoodExcellentExcellent8998
December 201285.1Not deficientGoodExcellentExcellent9700
December 201185.1Not deficientExcellentExcellentExcellent9700
September 201039.2Structurally deficientFairFairPoor9707
November 200940.7Structurally deficientFairFairPoor8284
December 200840.7Structurally deficientFairFairPoor8284
May 200740.7Structurally deficientFairSatisfactoryPoor8284
September 200649.8Structurally deficientFairSatisfactoryPoor10152
November 200451.1Structurally deficientSatisfactoryGoodPoor10152
August 200254.3Structurally deficientFairGoodPoor7615
November 200054.3Structurally deficientFairGoodPoor7615
September 199850.3Structurally deficientPoorGoodPoor8804
November 199649.5Structurally deficientPoorFairPoor9446
September 199448.1Structurally deficientPoorFairPoor11248
April 199249.8Structurally deficientPoorFairPoor8420
July 199048.0Structurally deficientPoorSatisfactoryPoor10500