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HIGHLAND ROAD over N BR BIG BROOK

Map 

Coordinates:
+42.45160, -76.09722
42°27'06" N, 76°05'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HIGHLAND ROAD over N BR BIG BROOK
Structure number:000000003311960
Location:3.7 MILES W OF MARATHON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:109 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:100.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$184,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 2015100.0Not deficientVery GoodVery GoodVery Good109
November 2013100.0Not deficientExcellentExcellentVery Good109
November 2011100.0Not deficientExcellentExcellentVery Good120
November 2009100.0Not deficientExcellentExcellentVery Good125
November 2007100.0Not deficientExcellentExcellentVery Good125
July 200544.8Structurally deficientPoorPoorSatisfactory125
July 200344.8Structurally deficientPoorPoorSatisfactory125
June 200154.0Structurally deficientFairPoorSatisfactory100
May 199953.0Structurally deficientFairPoorFair100
May 199754.0Structurally deficient-PoorFair100
April 199553.8Structurally deficient-PoorPoor100
April 199353.8Structurally deficient-PoorPoor100
March 199153.8Structurally deficient-PoorPoor100