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RTE 245 over BURRELL CREEK

Map

Coordinates:
+42.82163, -77.04527
42°49'18" N, 77°02'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 245 over BURRELL CREEK
Structure number:000000001043080
Location:0.2MI W JCT RTS 245 + 14A
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1880
Year reconstructed:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Masonry [8]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,337 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$322,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2016Fair6 out of 10133785.5
July 2014Fair6 out of 10122485.7
May 2012Good8 out of 10122085.7
May 2010GoodN out of 10122485.7
August 2008GoodN out of 10122485.7
September 2006GoodN out of 10114185.9
July 2004GoodN out of 10152585.0
June 2002GoodN out of 10147586.1
June 2000GoodN out of 10407579.9
April 1998GoodN out of 10143986.2
April 1996FairN out of 10128788.4
April 1994FairN out of 10128796.2
May 1992FairN out of 10122596.3
June 1990FairN out of 10122580.8