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RIVERDALE AVENUE over RTE 907V, RTE 907V

Map

Coordinates:
+40.90057, -73.90574
40°54'02" N, 73°54'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERDALE AVENUE over RTE 907V, RTE 907V
Structure number:000000002229510
Location:1.9 MI NE H.HUDSON BR+9A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.9 ft. [14.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,013 [as of 2004]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:62.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,518,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory701362.2
July 2015FairSatisfactorySatisfactoryFair768452.2
July 2013FairSatisfactorySatisfactoryFair768452.2
July 2011FairSatisfactorySatisfactoryFair758552.2
August 2009PoorPoorPoorFair758521.3
September 2007PoorPoorPoorFair758521.3
September 2005PoorPoorPoorFair758521.3
August 2003Poor-PoorFair758521.3
October 2001Poor-PoorFair676937.5
October 1999PoorPoorPoorFair676935.5
March 1998PoorPoorFairSatisfactory676947.5
February 1996Poor-PoorPoor676950.0
March 1994Poor-PoorPoor980050.0
March 1992Poor-PoorFair980050.0
April 1990Poor-PoorFair980055.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.52411100
Reinforced Concrete Abutmentlinear ft.104772700
Bridge Rail
Masonry Bridge Raillinear ft.202202000
Deck
Reinforced Concrete Slabsq. ft.4,9403,7031,23700
Wearing Surfacessq. ft.3,1832,54663700