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RTE I278 over RTE I278, FURMAN STREET

Map

Coordinates:
+40.70248, -73.99235
40°42'09" N, 73°59'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, FURMAN STREET
Structure number:000000002268518
Location:ADJACENT TO FURMAN STREET
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:50.9 ft. [15.5 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1944
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:144,072 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,487,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairSatisfactory14407263.0
July 2015FairFairFairSatisfactory20265061.3
July 2013FairFairFairSatisfactory20265063.0
June 2011FairSatisfactoryFairSatisfactory20265064.0
July 2009FairSatisfactoryFairSatisfactory14208864.0
October 2007FairSatisfactoryFairSatisfactory20265064.0
October 2005FairSatisfactoryFairSatisfactory20265064.0
November 2003FairSatisfactoryFairSatisfactory20265061.2
May 2001FairSatisfactorySatisfactorySatisfactory19074572.0
August 1999FairSatisfactorySatisfactorySatisfactory18203974.0
August 1997Poor-PoorPoor16830034.0
April 1995Poor-PoorPoor8097133.9
February 1993Poor-PoorPoor16790033.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach4040000
Reinforced Concrete Pier Walllinear ft.5004210790
Reinforced Concrete Abutmentlinear ft.3737000
Reinforced Concrete Pile Cap/Footinglinear ft.4339040
Reinforced Concrete Pileeach1200120
Reinforced Concrete Pier Caplinear ft.740740000
Joints
Assembly with Sealeach148001480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.50040010000
Steel Protective Coatingsq. ft.2,6251,3107905250
Deck
Reinforced Concrete Slabsq. ft.9,2746,3851,8591,0300
Wearing Surfacessq. ft.8,3767,77306030