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CROTONA PARKWAY over RTE I95, RTE I95

Map

Coordinates:
+40.84018, -73.88575
40°50'25" N, 73°53'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROTONA PARKWAY over RTE I95, RTE I95
Structure number:000000001066399
Location:2.1 MI E I87 + I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:46.9 ft. [14.3 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:120.1 ft. [36.6 m]
Deck width edge-to-edge:203.4 ft. [62.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1958
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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$58,855,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorPoorPoorSatisfactory-64.0
March 2014Poor-PoorSatisfactory152266.9
March 2012Poor-PoorSatisfactory152266.9
May 2010Poor-PoorSatisfactory152266.9
April 2008Poor-PoorSatisfactory152266.9
April 2006Poor-PoorSatisfactory152266.9
March 2004Poor-PoorSatisfactory152266.9
April 2002Poor-PoorSatisfactory98066.9
March 2000FairFairFairSatisfactory98081.9
June 1998FairFairFairSatisfactory98079.9
March 1996Poor-PoorFair93164.6
April 1994Poor-PoorFair2010062.3
June 1992Poor-PoorFair2010062.3
March 1990Poor-PoorFair2010062.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.203203000
Reinforced Concrete Abutmentlinear ft.406406000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.182182000
Steel Protective Coatingsq. ft.1,65001,65000
Deck
Reinforced Concrete Slabsq. ft.18,5043,9286,0158,5610
Wearing Surfacessq. ft.5,4605,460000