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COREYS ROAD over STONY CREEK

Map

Coordinates:
+44.20175, -74.31716
44°12'06" N, 74°19'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COREYS ROAD over STONY CREEK
Structure number:000000003336840
Location:.2MI E AXTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.8 ft. [17.0 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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 conditions; field review indicates action is required. [4]
Sufficiency rating:82.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$394,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodExcellentGood3982.1
July 2015GoodGoodExcellentGood4282.0
July 2013GoodVery GoodExcellentVery Good4282.0
June 2011GoodVery GoodExcellentVery Good4082.1
May 2009GoodVery GoodExcellentExcellent5082.0
June 2007GoodVery GoodExcellentExcellent5082.0
May 2005GoodVery GoodExcellentExcellent5082.0
July 2003GoodVery GoodExcellentExcellent5082.0
August 2002PoorSatisfactoryFairPoor5019.6
June 2001PoorSatisfactoryFairPoor5019.6
July 2000PoorSatisfactoryFairPoor5019.6
August 1999PoorSatisfactoryFairSerious2421.9
May 1998FairGoodSatisfactoryFair2423.8
September 1997PoorSatisfactoryFairSerious2421.9
November 1996PoorFairPoorSerious2420.6
July 1995PoorFairPoorSerious2421.1
June 1994PoorFairPoorSerious2421.1
June 1993PoorFairPoorSerious2421.1
May 1992PoorSatisfactoryPoorSerious5020.5
April 1991PoorSatisfactoryPoorSerious5020.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.284284000
Steel Protective Coatingsq. ft.1,9371,74319400
Substructure
Timber Abutmentlinear ft.5050000
Timber Pileeach2222000
Deck
Timber Decksq. ft.1,0531,053000
Wearing Surfacessq. ft.937093700
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116116000
Steel Protective Coatingsq. ft.233233000