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RTE 168 over FULMER CREEK

Map

Coordinates:
+42.96744, -74.92976
42°58'03" N, 74°55'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 168 over FULMER CREEK
Structure number:000000001051340
Location:4.7M SE JCT RTS 28&168
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:59.7 ft. [18.2 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:458 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodVery Good45897.5
May 2015GoodGoodVery GoodVery Good46192.6
April 2013GoodGoodVery GoodVery Good45691.3
April 2011GoodGoodVery GoodVery Good44091.3
April 2009GoodVery GoodVery GoodExcellent56890.1
March 2009GoodVery GoodVery GoodExcellent56890.1
April 2007GoodGoodGoodExcellent57291.1
April 2005GoodVery GoodVery GoodExcellent56990.1
April 2003GoodVery GoodVery GoodExcellent60591.1
May 2001GoodExcellentVery GoodExcellent59397.4
April 1999GoodVery GoodGoodVery Good56597.4
April 1997Good-Very GoodGood55998.4
April 1995Fair-Very GoodSatisfactory59298.4
May 1993Fair-SatisfactoryFair59287.3
April 1991Fair-SatisfactoryFair47187.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.5024663510
Deck
Reinforced Concrete Decksq. ft.2,1422,08924290
Wearing Surfacessq. ft.1,9871,987000
Substructure
Reinforced Concrete Abutmentlinear ft.112107500
Reinforced Concrete Pile Cap/Footinglinear ft.50500
Bearings
Elastomeric Bearingeach1612310
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.132132000
Steel Protective Coatingsq. ft.4620370920