+42.69618, -76.04608
42°41'46" N, 76°02'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000001010470
Location:1.5 MI S JCT RTS 13 + 91
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:55.1 ft. [16.8 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:2,727 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:96.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,004,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.6Not deficientVery GoodExcellentVery Good2727
October 201396.6Not deficientExcellentExcellentExcellent2727
November 201174.8Not deficientExcellentExcellentExcellent3200
November 200998.7Not deficientExcellentExcellentExcellent2106
November 200781.7Not deficientExcellentExcellentExcellent3201
November 200632.2Structurally deficientPoorPoorFair3201
December 200532.9Structurally deficientPoorPoorFair2106
October 200349.5Structurally deficientPoorFairFair2106
October 200149.3Structurally deficientPoorFairFair2106
October 199947.1Structurally deficientPoorFairFair2870
November 199755.2Functionally obsoleteFairSatisfactoryFair2858
November 199548.0Structurally deficientPoorFairPoor2800
November 199347.0Structurally deficientPoorPoorPoor2800
November 199145.7Structurally deficientPoorPoorPoor3527