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EAST TREMONT AVE over RTE 908A, RTE 908A

Map

Coordinates:
+40.84070, -73.83849
40°50'27" N, 73°50'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST TREMONT AVE over RTE 908A, RTE 908A
Structure number:000000002075820
Location:1.6 MI SW I95+HTCHSN R PY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.8 ft. [17.0 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:93.5 ft. [28.5 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,888 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:79.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairFair1688879.1
October 2015FairSatisfactoryFairFair1729379.1
November 2013FairSatisfactoryFairFair1966778.9
November 2011FairSatisfactoryFairFair1966778.9
December 2009FairSatisfactorySatisfactorySatisfactory1728290.2
December 2007FairSatisfactorySatisfactorySatisfactory1966781.6
November 2005FairSatisfactorySatisfactorySatisfactory1966781.6
October 2003FairFairFairFair1966772.2
August 2001FairFairFairFair1709572.2
September 1999FairSatisfactoryFairFair1709573.3
January 1998PoorFairFairPoor1616655.9
February 1996PoorPoorPoorPoor1616637.1
January 1994PoorFairPoorPoor1170039.1
March 1992PoorPoorPoorPoor1170036.9
April 1990PoorFairPoorPoor1170039.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,62001,525950
Deck
Reinforced Concrete Decksq. ft.10,274010,262120
Wearing Surfacessq. ft.7,65007,4302200
Substructure
Reinforced Concrete Pier Walllinear ft.9409400
Reinforced Concrete Abutmentlinear ft.1880165230
Concrete Protective Coatingsq. ft.2,63201,5791,0530
Bearings
Elastomeric Bearingeach60240
Steel Protective Coatingsq. ft.60240
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.2402400
Fixed Bearingeach3000300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.110011000
Steel Protective Coatingsq. ft.582058200
Masonry Bridge Raillinear ft.1301300