RTE 440 over Innis Street, KILL VAN K


+40.63957, -74.14312
40°38'22" N, 74°08'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over Innis Street, KILL VAN K
Structure number:000000005523040
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes [1]
Length of largest span:1675.0 ft. [510.5 m]
Total length:6641.1 ft. [2024.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance above deck:20.0 ft. [6.1 m]
Vertical clearance below bridge:134.8 ft. [41.1 m]
Owner:Local Toll Authority [32]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,221 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.1 tons [73.7 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:45.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$310,714,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201545.3FairGoodFairFairFO15221
September 201345.2FairGoodFairFairFO23902
September 201145.2FairGoodFairFairFO23900
September 200946.2FairGoodFairFairFO18252
October 200745.2FairGoodFairFairFO23087
October 200545.2FairGoodFairFairFO29464
October 200345.2FairGoodFairFairFO14700
October 200145.0FairGoodFairFairFO14700
October 199948.0PoorPoorFairFairSD14700
October 199718.0PoorPoorPoorPoorSD14700
August 199533.8PoorPoorPoorPoorSD14700
December 199333.8PoorPoorPoorPoorSD14700
September 199129.8PoorPoorPoorPoorSD14700