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RTE 907L over RTE 907L, PROM BIN223216

Map

Coordinates:
+40.77382, -73.94413
40°46'26" N, 73°56'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over RTE 907L, PROM BIN223216
Structure number:000000002232158
Location:1.3 MI NE FDR DR & SH 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:45.9 ft. [14.0 m]
Total length:1430.2 ft. [435.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:29
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:137,310 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:55.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$34,294,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory13731055.0
May 2015FairSatisfactorySatisfactorySatisfactory13588955.1
May 2013FairSatisfactorySatisfactorySatisfactory15742153.4
May 2011FairSatisfactorySatisfactorySatisfactory15742153.4
June 2009FairSatisfactorySatisfactoryGood7845559.6
June 2007FairSatisfactorySatisfactorySatisfactory784551.0
May 2005FairSatisfactorySatisfactoryFair1574211.0
June 2003FairSatisfactorySatisfactoryFair1439531.0
November 2001FairSatisfactorySatisfactoryFair1391601.0
October 2000FairSatisfactorySatisfactoryFair1391601.0
December 1999PoorSatisfactorySatisfactorySerious1303191.0
November 1998PoorSatisfactoryGoodSerious1569611.0
November 1997PoorFairSatisfactorySerious1549050.0
November 1996PoorPoorSeriousSerious1549050.0
November 1995PoorPoorSeriousSerious1549050.0
November 1994PoorPoorFairSerious1384970.0
December 1992PoorPoorFairSerious1231500.0
November 1991Poor-SeriousSerious1231501.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,35801,35800
Steel Protective Coatingsq. ft.21,49002,95418,5360
Reinforced Concrete Girder/Beamlinear ft.129012900
Deck
Reinforced Concrete Decksq. ft.22801131150
Wearing Surfacessq. ft.137013700
Superstructure
Steel Floor Beamlinear ft.4,253354,21800
Steel Protective Coatingsq. ft.35,380029,3536,0270
Substructure
Steel Columneach2381934500
Steel Protective Coatingsq. ft.13,773013,0087650
Reinforced Concrete Pier Walllinear ft.1,25001,236140
Steel Pier Caplinear ft.2,99202,99200
Steel Protective Coatingsq. ft.33,1418,57121,5273,0430
Deck
Concrete Filled Grid Decksq. ft.25,750025,75000
Wearing Surfacessq. ft.24,346023,2161,1300
Steel Protective Coatingsq. ft.25,7500025,7500
Joints
Compression Jointlinear ft.913685333120
Bearings
Fixed Bearingeach178178000
Steel Protective Coatingsq. ft.3560324320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,7421,6538540