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RTE 907P over RTE 907P, RAMP TO NB HRD

Map

Coordinates:
+40.83189, -73.93526
40°49'55" N, 73°56'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907P over RTE 907P, RAMP TO NB HRD
Structure number:000000001077040
Location:5.6 MI NE FDR DR+ROUTE 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:93.8 ft. [28.6 m]
Total length:1660.2 ft. [506.0 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:27
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:96,224 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:51.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$69,766,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactoryFair9622451.5
May 2015FairSatisfactorySatisfactoryFair9622451.5
May 2013FairSatisfactorySatisfactoryFair2815057.5
June 2011FairSatisfactorySatisfactoryFair2815053.5
June 2009FairSatisfactorySatisfactorySatisfactory9622458.7
May 2007FairSatisfactorySatisfactorySatisfactory2815064.0
May 2005FairSatisfactorySatisfactoryFair2815059.8
May 2003FairSatisfactorySatisfactoryFair2815045.9
April 2001FairSatisfactorySatisfactoryFair2815062.8
June 1999FairSatisfactorySatisfactoryFair2815062.8
August 1997FairSatisfactoryFairFair2815060.7
July 1996PoorPoorPoorPoor2815039.0
September 1995PoorPoorPoorPoor2815040.5
October 1994PoorFairPoorPoor2815042.8
August 1993PoorFairPoorPoor2815042.8
August 1992PoorFairPoorPoor2815042.8
July 1991PoorFairPoorPoor2815042.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.7,9857,981040
Wearing Surfacessq. ft.2,5382,538000
Steel Protective Coatingsq. ft.67,52366,076567330550
Reinforced Concrete Girder/Beamlinear ft.29519875220
Deck
Reinforced Concrete Decksq. ft.65,04159,1563,0872,7980
Wearing Surfacessq. ft.54,71422,32129,9582,4350
Substructure
Reinforced Concrete Columneach2421030
Reinforced Concrete Pier Walllinear ft.1739553250
Reinforced Concrete Abutmentlinear ft.7575000
Steel Pier Caplinear ft.828828000
Steel Protective Coatingsq. ft.10,76410,6670097
Reinforced Concrete Pier Caplinear ft.105105000
Joints
Strip Seal Jointlinear ft.8193907800
Pourable Jointlinear ft.312003048
Bearings
Movable Bearingeach140684680
Steel Protective Coatingsq. ft.275263815655
Fixed Bearingeach1591354200
Steel Protective Coatingsq. ft.31823220606
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,3163,316000
Steel Protective Coatingsq. ft.8,8368,836000