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RTE 907H over MORRIS PARK AVE, NYC RAP

Map

Coordinates:
+40.84158, -73.87228
40°50'30" N, 73°52'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907H over MORRIS PARK AVE, NYC RAP
Structure number:000000001067099
Location:.4 MI N I95+BX RIVER PKWY
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:149.9 ft. [45.7 m]
Total length:1497.1 ft. [456.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:17
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:110,518 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:17.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$84,585,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorSeriousFair11051817.0
November 2016PoorPoorSeriousFair11010917.0
November 2015PoorPoorPoorFair11388419.1
November 2014PoorPoorPoorFair10655134.1
November 2013PoorPoorPoorFair10655136.5
December 2012PoorPoorPoorFair10660036.5
December 2011PoorPoorPoorFair10660036.5
December 2010PoorPoorPoorFair10655136.5
December 2009PoorPoorFairFair10655154.5
November 2008PoorPoorFairFair10666454.5
December 2007PoorPoorFairPoor10666436.5
September 2006PoorPoorFairFair12587953.0
September 2004PoorPoorFairFair12587953.0
July 2002PoorPoorFairFair7576354.7
March 2000PoorPoorSatisfactoryFair7576354.7
December 1998PoorPoorSatisfactoryFair10126452.6
November 1996PoorPoorPoorPoor9608617.9
January 1994PoorPoorPoorPoor10394017.9
November 1993PoorPoorPoorPoor10394017.9
November 1992PoorPoorPoorPoor9608617.9
August 1991PoorPoorPoorPoor4000012.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9952,839133230
Steel Protective Coatingsq. ft.82,97829,99237,1668,2927,528
Steel Stringerlinear ft.20,02317,9961,8889643
Steel Protective Coatingsq. ft.98,56135,62544,1449,8508,942
Deck
Reinforced Concrete Decksq. ft.128,52057,50745,42625,5870
Wearing Surfacessq. ft.101,81898,9422,6582180
Superstructure
Steel Floor Beamlinear ft.6,6005,9475411993
Steel Protective Coatingsq. ft.85,20830,79138,1018,5817,735
Substructure
Steel Columneach29170102
Steel Protective Coatingsq. ft.9,2285,1763,468194390
Reinforced Concrete Pier Walllinear ft.721719360
Reinforced Concrete Abutmentlinear ft.44133949530
Reinforced Concrete Pile Cap/Footinglinear ft.236236000
Steel Pier Caplinear ft.2169688320
Steel Protective Coatingsq. ft.4,0368091,6151,009603
Joints
Pourable Jointlinear ft.1803060900
Assembly without Seal Jointlinear ft.258002580
Bearings
Fixed Bearingeach1200120
Steel Protective Coatingsq. ft.120084
Pot Bearingeach40040
Steel Protective Coatingsq. ft.40040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,9952,995000
Steel Protective Coatingsq. ft.12,2774,9645,4731,225615
Reinforced Concrete Bridge Raillinear ft.4,4934,493000