RAMP HR 11 over RAMP HR 9, HR2+4


+40.84828, -73.94274
40°50'54" N, 73°56'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP HR 11 over RAMP HR 9, HR2+4
Structure number:000000005522520
Location:500 FT S OF GEO WASH BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:72.8 ft. [22.2 m]
Total length:506.9 ft. [154.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:17°
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:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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: May 2015

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:Satisfactory [6 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: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]
Operating rating:82.0 tons [74.5 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:73.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$16,776,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201573.3FairFairSatisfactoryFairFO-
May 201361.7FairFairSatisfactoryFairFO6191
May 201172.8FairFairSatisfactorySatisfactoryFO6191
June 200972.8FairFairSatisfactorySatisfactoryFO6191
June 200773.8FairSatisfactorySatisfactorySatisfactoryFO6191
June 200575.6FairSatisfactorySatisfactorySatisfactoryFO6191
August 200375.6FairSatisfactorySatisfactorySatisfactoryFO6191
August 200175.6FairSatisfactorySatisfactorySatisfactoryFO6191
August 199975.6FairSatisfactorySatisfactorySatisfactoryFO6191
September 199761.8FairFairFairFairFO27367
September 199538.9PoorPoorPoorPoorSD27367
October 199341.4PoorPoorPoorPoorSD16000
July 199146.0PoorFairPoorPoorSD16000