HR12HP NB FRM GWB over RTE 907V, RTE 907V


+40.84594, -73.94463
40°50'45" N, 73°56'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HR12HP NB FRM GWB over RTE 907V, RTE 907V
Structure number:00000000552254A
Location:800 FT S OF GEO WASHTN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.9 ft. [34.4 m]
Total length:816.0 ft. [248.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,178,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory-74.1
August 2015FairFairFairSatisfactory950048.0
August 2013FairFairFairSatisfactory950047.8
August 2011FairFairFairSatisfactory950047.8
August 2009FairFairFairSatisfactory950047.8
July 2007FairFairSatisfactorySatisfactory950072.6
July 2005FairSatisfactorySatisfactorySatisfactory950073.6
September 2003FairSatisfactorySatisfactorySatisfactory950073.6
August 2001FairSatisfactorySatisfactorySatisfactory950075.4
September 1999FairSatisfactorySatisfactorySatisfactory950073.3
September 1997PoorFairPoorFair950045.8
October 1995PoorPoorPoorPoor950042.7
October 1993PoorPoorPoorPoor950042.7
July 1991PoorPoorPoorPoor950042.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,7421,7082320
Reinforced Concrete Decksq. ft.26,58521,8714,4752390
Wearing Surfacessq. ft.20,1184,34515,744290
Reinforced Concrete Columneach2417340
Reinforced Concrete Abutmentlinear ft.3434000
Reinforced Concrete Pile Cap/Footinglinear ft.3737000
Strip Seal Jointlinear ft.44203437830
Movable Bearingeach2681080
Steel Protective Coatingsq. ft.78951315
Fixed Bearingeach2612770
Steel Protective Coatingsq. ft.78948318
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4671,4541300
Steel Protective Coatingsq. ft.10,26910,2170520
Reinforced Concrete Bridge Raillinear ft.1,4751,475000