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RTE 907H over E TREMONT AVENUE

Map

Coordinates:
+40.83973, -73.87271
40°50'23" N, 73°52'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907H over E TREMONT AVENUE
Structure number:000000001067109
Location:.2 MILE N JCT I95 & BRP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.0 ft. [32.6 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:110,518 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:57.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,143,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorPoorFair11051857.2
August 2016PoorPoorPoorFair11010953.4
September 2015PoorPoorPoorFair11388430.4
September 2014PoorPoorPoorFair10655157.5
August 2013PoorPoorPoorFair10655157.5
September 2012PoorPoorFairFair10660075.5
October 2011PoorPoorFairFair10660075.5
October 2010PoorPoorFairFair12587974.4
November 2009PoorPoorFairFair12587974.4
August 2007PoorPoorFairFair12587974.4
April 2005PoorPoorFairFair12587974.4
April 2003PoorPoorFairFair12587974.4
May 2001PoorPoorFairSatisfactory7576377.3
May 1999PoorPoorFairFair10126475.8
May 1997PoorPoorPoorPoor9608658.3
May 1995PoorPoorPoorPoor9608656.1
May 1994PoorPoorPoorPoor10394055.2
July 1993PoorPoorPoorPoor10394055.5
November 1992PoorSeriousPoorPoor9608654.0
December 1991PoorSeriousSeriousPoor4000041.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2170201160
Steel Protective Coatingsq. ft.6,00203,6029001,500
Steel Stringerlinear ft.1,38801,1572274
Steel Protective Coatingsq. ft.7,14602,6061,6302,910
Deck
Reinforced Concrete Decksq. ft.9,4112,4614,5802,3700
Wearing Surfacessq. ft.7,6836,2831,2251750
Superstructure
Steel Floor Beamlinear ft.5150457580
Steel Protective Coatingsq. ft.6,83404,0941,0301,710
Substructure
Reinforced Concrete Abutmentlinear ft.1940109850
Joints
Strip Seal Jointlinear ft.8600860
Pourable Jointlinear ft.86072140
Bearings
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.3003027
Pot Bearingeach20020
Steel Protective Coatingsq. ft.3000030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.220022000
Steel Protective Coatingsq. ft.66507959527
Reinforced Concrete Bridge Raillinear ft.32922098110