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COHANCY ST over RTE 907D, RTE 907D

Map

Coordinates:
+40.66646, -73.83485
40°39'59" N, 73°50'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COHANCY ST over RTE 907D, RTE 907D
Structure number:000000002231570
Location:1.8 MI W I678 & BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.8 ft. [17.3 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
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: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,349 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:52.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,850,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorSatisfactoryPoorFair934952.7
April 2014PoorPoorPoorFair895733.3
April 2012PoorPoorPoorFair940033.2
May 2010PoorPoorPoorFair975133.1
May 2008PoorPoorPoorFair975133.1
April 2006PoorGoodPoorFair975136.4
April 2004PoorGoodPoorFair975136.4
May 2002PoorGoodPoorFair1433533.9
March 2000Poor-PoorFair1433533.9
April 1998PoorGoodPoorSatisfactory1433533.9
May 1996Poor-PoorPoor250038.5
April 1994Poor-PoorPoor250036.6
June 1992Poor-PoorPoor250038.7
September 1990Poor-PoorPoor250047.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.60480120
Reinforced Concrete Abutmentlinear ft.120117030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2181932500
Steel Protective Coatingsq. ft.4,8694,869000
Deck
Reinforced Concrete Slabsq. ft.6,2133,9951,8653530