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PENNYFIELD AVENUE over RTE I295, RTE I295

Map

Coordinates:
+40.81899, -73.80986
40°49'08" N, 73°48'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PENNYFIELD AVENUE over RTE I295, RTE I295
Structure number:000000001066110
Location:1.5 MI SE I78+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2015
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:4
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:789 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:86.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,336,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairExcellentGoodSatisfactory78986.0
October 2015FairExcellentSatisfactorySatisfactory97686.0
October 2013PoorPoorSatisfactoryFair97669.0
November 2011PoorPoorSatisfactoryFair98069.0
November 2009PoorPoorSatisfactorySatisfactory1212770.3
October 2007PoorPoorSatisfactorySatisfactory930070.5
November 2005PoorPoorSatisfactorySatisfactory930071.5
October 2003PoorPoorSatisfactorySatisfactory930071.5
October 2001PoorPoorSatisfactoryPoor930044.9
November 1999PoorPoorSatisfactoryPoor930044.9
March 1998PoorPoorSatisfactoryFair930060.3
February 1996PoorPoorFairSerious930027.6
March 1994PoorPoorFairSerious270033.0
May 1993PoorPoorFairSerious270033.0
September 1992PoorPoorFairSerious270033.0
October 1991PoorPoorFairPoor270050.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4922,492000
Steel Protective Coatingsq. ft.31,63622,3269,31000
Deck
Reinforced Concrete Decksq. ft.16,50916,509000
Wearing Surfacessq. ft.11,40011,400000
Substructure
Reinforced Concrete Columneach1501500
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pier Caplinear ft.2193718200
Joints
Compression Jointlinear ft.365365000
Bearings
Elastomeric Bearingeach66333300
Steel Protective Coatingsq. ft.66350310
Fixed Bearingeach2222000
Steel Protective Coatingsq. ft.2222000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.456456000