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RTE I295 over RANDALL AVENUE

Map

Coordinates:
+40.82467, -73.82484
40°49'29" N, 73°49'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I295 over RANDALL AVENUE
Structure number:000000001066199
Location:.7 MI SE I78+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.7 ft. [30.7 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2006
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:88,287 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,424,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodGood8828794.0
September 2015GoodVery GoodGoodGood8355494.0
September 2013GoodExcellentGoodGood8355494.0
October 2011GoodExcellentGoodGood8360094.0
November 2009GoodExcellentGoodGood6890294.0
September 2007GoodExcellentGoodGood10943894.0
September 2005FairExcellentGoodSatisfactory10943894.0
July 2003PoorPoorSatisfactorySatisfactory10943891.0
August 2001PoorPoorSatisfactorySatisfactory10344091.0
September 1999FairFairGoodGood10375993.0
January 1998PoorPoorSatisfactorySatisfactory10116174.0
February 1996PoorPoorPoorFair15301248.0
January 1994PoorPoorPoorPoor15301247.0
February 1992PoorPoorPoorPoor15301247.0
March 1990PoorPoorPoorPoor15301264.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3662,3521400
Steel Protective Coatingsq. ft.19,44218,77566700
Deck
Reinforced Concrete Decksq. ft.22,18421,70947500
Wearing Surfacessq. ft.15,88615,24664000
Substructure
Reinforced Concrete Pier Walllinear ft.310310000
Reinforced Concrete Abutmentlinear ft.3102971300
Joints
Compression Jointlinear ft.620620000
Bearings
Elastomeric Bearingeach4236600
Steel Protective Coatingsq. ft.56144200
Fixed Bearingeach42014280
Steel Protective Coatingsq. ft.5605204
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.338338000