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RTE 908A over BARTOW AVENUE, HUTCHINSO

Map

Coordinates:
+40.86850, -73.82154
40°52'07" N, 73°49'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 908A over BARTOW AVENUE, HUTCHINSO
Structure number:000000002075859
Location:.7 MI NE I95 &HTCHSN R PK
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:157.8 ft. [48.1 m]
Total length:678.2 ft. [206.7 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:120,794 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 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]
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:68.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$115,432,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairGood12079468.7
November 2016FairSatisfactoryFairGood11990468.8
October 2015FairSatisfactoryFairGood12051868.0
November 2014FairFairSatisfactoryGood12051878.8
October 2013FairFairFairGood11600267.0
October 2012FairFairSatisfactoryGood12060078.8
October 2011FairFairSatisfactoryGood12060078.8
January 2011PoorCriticalSatisfactoryFair120794687.0
November 2010FairFairSatisfactoryGood10695779.6
December 2009FairFairSatisfactoryGood10695781.5
October 2008FairFairSatisfactoryGood10867481.4
November 2007FairFairSatisfactoryGood10602281.5
October 2006FairFairSatisfactoryGood11184681.2
November 2005FairSatisfactoryGoodVery Good11687982.0
October 2004GoodGoodGoodVery Good11687982.0
October 2002GoodGoodVery GoodVery Good9967282.9
October 2000GoodVery GoodVery GoodVery Good11382582.2
October 1998GoodVery GoodVery GoodVery Good9079183.4
December 1996FairSatisfactoryFairFair8517368.0
November 1994PoorSatisfactoryFairPoor4642555.2
November 1992PoorVery GoodSatisfactoryPoor12500049.0
August 1990PoorPoorPoorPoor12500047.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,8182,553352300
Steel Protective Coatingsq. ft.51,90651,906000
Steel Stringerlinear ft.1,16541659313143
Steel Protective Coatingsq. ft.5,6995,699000
Deck
Reinforced Concrete Decksq. ft.45,80745,544210530
Wearing Surfacessq. ft.38,62232,3336,28180
Superstructure
Steel Floor Beamlinear ft.4,9554,5282242030
Steel Protective Coatingsq. ft.80,97580,975000
Substructure
Reinforced Concrete Columneach187920
Reinforced Concrete Pier Walllinear ft.2282020260
Reinforced Concrete Abutmentlinear ft.174174000
Deck
Open Grid Decksq. ft.10,4528,36202,0900
Wearing Surfacessq. ft.10,02710,027000
Joints
Compression Jointlinear ft.17429109360
Assembly with Sealeach87741300
Open Jointlinear ft.174017400
Assembly without Seal Jointlinear ft.8787000
Bearings
Fixed Bearingeach82240
Steel Protective Coatingsq. ft.4040000
Disk Bearingeach2828000
Steel Protective Coatingsq. ft.140140000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2442,08615800
Steel Protective Coatingsq. ft.11,6336,7424,3245670
Reinforced Concrete Bridge Raillinear ft.531521910