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RTE 9A over ACCESS RD TO HHPS

Map

Coordinates:
+40.86692, -73.93191
40°52'01" N, 73°55'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9A over ACCESS RD TO HHPS
Structure number:000000002229410
Location:6.4 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:77.8 ft. [23.7 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:58°
Owner:Local Toll Authority [32]
Year built:1937
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:87,184 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,620,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory8718469.0
August 2015FairSatisfactoryFairSatisfactory9364566.0
August 2013FairSatisfactoryFairSatisfactory9364568.0
August 2011FairSatisfactoryFairSatisfactory9360068.0
August 2009PoorSatisfactoryPoorSatisfactory7986052.0
August 2007PoorSatisfactoryPoorSatisfactory7986052.0
August 2005PoorSatisfactoryPoorSatisfactory8271252.0
August 2003PoorSatisfactoryPoorSatisfactory9475451.0
August 2001PoorGoodPoorFair9475451.0
August 1999FairGoodFairFair9895867.0
June 1997PoorGoodPoorFair11998051.0
October 1995PoorSatisfactoryPoorPoor11998051.0
May 1994PoorVery GoodPoorPoor11602651.0
October 1992PoorVery GoodPoorFair11251625.2
August 1990Fair-FairFair11251664.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.636437176230
Steel Protective Coatingsq. ft.8,5778,23134600
Deck
Reinforced Concrete Decksq. ft.3,7543,68656120
Wearing Surfacessq. ft.2,93002,93000
Superstructure
Steel Floor Beamlinear ft.7456577990
Steel Protective Coatingsq. ft.2,4802,37410600
Substructure
Reinforced Concrete Abutmentlinear ft.178017800
Joints
Compression Jointlinear ft.162015480
Bearings
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.1201071300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1653113400
Steel Protective Coatingsq. ft.49638710900
Reinforced Concrete Bridge Raillinear ft.1653113400