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RTE 878 over LEFFERTS BLVD

Map

Coordinates:
+40.66389, -73.82287
40°39'50" N, 73°49'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 878 over LEFFERTS BLVD
Structure number:000000001075700
Location:1.1 MI W RTE 678+I78
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:73.8 ft. [22.5 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:54,838 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:86.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,370,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodExcellentExcellentVery Good5483886.1
June 2015GoodExcellentExcellentVery Good4923786.4
May 2013GoodExcellentExcellentGood4923786.4
May 2011GoodExcellentExcellentGood4570086.5
September 2010GoodExcellentExcellentGood4573386.5
November 2008FairFairGoodGood4367585.6
December 2006FairFairGoodVery Good4416185.6
September 2004FairFairGoodVery Good4895585.3
September 2002FairFairGoodVery Good2160086.8
August 2000FairFairGoodGood2160081.8
October 1998FairFairGoodGood2160081.8
December 1996PoorPoorSatisfactorySatisfactory2160079.3
December 1994PoorPoorSatisfactoryPoor2160055.9
October 1992FairFairFairFair2160074.8
December 1990FairFairFairFair2160074.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4401,440000
Steel Protective Coatingsq. ft.13,22813,228000
Deck
Reinforced Concrete Decksq. ft.10,0809,95466600
Wearing Surfacessq. ft.9,6482,3477,30100
Substructure
Reinforced Concrete Columneach102350
Reinforced Concrete Abutmentlinear ft.1407035350
Reinforced Concrete Pile Cap/Footinglinear ft.7575000
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.1405447390
Bearings
Elastomeric Bearingeach4040000
Steel Protective Coatingsq. ft.160160000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000