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STEGE ROAD over HALFWAY BROOK

Map

Coordinates:
+41.53744, -74.87392
41°32'15" N, 74°52'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STEGE ROAD over HALFWAY BROOK
Structure number:000000002229010
Location:.8 MILE NE OF ELDRED
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.6 ft. [8.1 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Wood or timber [7]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:186 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:67.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodVery GoodFair18667.9
August 2015FairVery GoodVery GoodFair20767.9
July 2013FairVery GoodVery GoodFair20767.9
August 2011Fair-Very GoodFair21067.9
September 2009GoodExcellentExcellentGood20778.9
October 2007GoodExcellentExcellentGood18278.9
October 2005GoodExcellentExcellentGood18278.9
December 2003GoodExcellentExcellentGood18282.4
October 2001GoodExcellentExcellentGood18281.7
August 1999GoodExcellentExcellentVery Good18281.7
December 1997Fair-Very GoodSatisfactory18281.7
August 1996PoorPoorSeriousFair10020.9
August 1995PoorPoorSeriousFair10019.8
August 1994PoorPoorSeriousFair10019.8
August 1993PoorPoorSeriousFair10019.8
September 1992PoorPoorSeriousFair10019.8
September 1991PoorPoorSeriousFair10019.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.4003730
Reinforced Concrete Pile Cap/Footinglinear ft.4003370
Timber Pier Caplinear ft.4004000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5345260
Steel Protective Coatingsq. ft.272000272
Deck
Timber Slabsq. ft.456045600
Wearing Surfacessq. ft.42901070322