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SOUTH 9TH STREET over RTE I278, RTE I278

Map

Coordinates:
+40.70796, -73.95753
40°42'29" N, 73°57'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SOUTH 9TH STREET over RTE I278, RTE I278
Structure number:000000001065490
Location:2.6 MI SW JCT I278 + I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:48.9 ft. [14.9 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1958
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:386 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,536,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryGood38692.9
April 2016FairSatisfactorySatisfactoryGood20493.0
May 2015FairSatisfactorySatisfactoryGood20190.1
March 2014FairSatisfactorySatisfactoryGood20190.1
July 2013FairSatisfactorySatisfactoryGood20990.1
March 2012FairSatisfactorySatisfactoryGood509789.8
March 2010FairSatisfactoryGoodGood509788.9
March 2008GoodGoodGoodGood509788.9
June 2007GoodGoodGoodGood509788.9
May 2006GoodGoodGoodGood509788.9
April 2005GoodGoodGoodGood509789.9
March 2004GoodGoodGoodGood509789.9
March 2002GoodGoodGoodGood509779.8
January 2000GoodGoodGoodGood509793.7
February 1998FairSatisfactorySatisfactorySatisfactory113193.9
February 1996FairFairFairFair113181.9
January 1994FairFairFairFair60081.9
January 1992FairFairFairFair60062.9
January 1990FairFairFairFair60081.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8460795510
Steel Protective Coatingsq. ft.8,67506,0722,6030
Deck
Reinforced Concrete Decksq. ft.5,00404,951530
Wearing Surfacessq. ft.3,2303,230000
Substructure
Steel Columneach30300
Steel Protective Coatingsq. ft.264264000
Reinforced Concrete Abutmentlinear ft.1064946110
Steel Pier Caplinear ft.5352100
Steel Protective Coatingsq. ft.160015910
Joints
Strip Seal Jointlinear ft.106010600
Compression Jointlinear ft.5305300
Bearings
Movable Bearingeach1812060
Steel Protective Coatingsq. ft.3603600
Other Bearingeach66000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.188929600