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RTE 1 over PINKNEY AV-233ST, HUTCHI

Map

Coordinates:
+40.88733, -73.82449
40°53'14" N, 73°49'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 1 over PINKNEY AV-233ST, HUTCHI
Structure number:000000002229579
Location:JCT US1+HUTCHINSON RIVER
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:141.7 ft. [43.2 m]
Total length:1362.9 ft. [415.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:14
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,169 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$59,940,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairFair2216979.0
May 2016FairFairFairFair2247179.0
May 2015FairFairFairFair2330179.0
May 2014FairFairFairFair2272079.0
June 2013FairFairFairFair2090079.0
May 2012FairFairSatisfactoryGood2090090.0
June 2011FairFairSatisfactoryGood2110090.0
June 2009FairFairSatisfactoryGood1866190.0
June 2007FairFairGoodGood1816191.0
June 2005FairFairGoodGood1991591.0
June 2003FairFairGoodGood2643290.0
July 2001FairFairGoodSatisfactory2643291.0
July 1999FairFairGoodFair2643277.0
September 1997FairFairFairFair2643278.0
June 1995PoorPoorPoorSerious2643230.0
May 1994PoorPoorPoorSerious2643230.0
July 1993PoorPoorPoorSerious2643230.0
October 1992PoorPoorPoorSerious2643230.0
October 1991PoorSeriousPoorSerious2643230.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.10,9968,9112,08131
Steel Protective Coatingsq. ft.121,492110,77710,71500
Steel Stringerlinear ft.2,1641,69546540
Steel Protective Coatingsq. ft.10,82010,7873300
Deck
Reinforced Concrete Decksq. ft.76,97210,18863,6363,1480
Wearing Surfacessq. ft.66,10413,56052,1144300
Superstructure
Steel Floor Beamlinear ft.1,05001,04820
Steel Protective Coatingsq. ft.31,5004,10027,40000
Substructure
Reinforced Concrete Columneach2602060
Reinforced Concrete Abutmentlinear ft.1403210800
Reinforced Concrete Pile Cap/Footinglinear ft.60600
Reinforced Concrete Pier Caplinear ft.7281473182630
Joints
Compression Jointlinear ft.840106911390
Assembly with Sealeach7000700
Bearings
Movable Bearingeach1141775220
Steel Protective Coatingsq. ft.1121021000
Fixed Bearingeach86304880
Steel Protective Coatingsq. ft.9285700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4,3984692,5771,3520
Steel Protective Coatingsq. ft.18,06217,27778500