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:34.5 ft. [10.5 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$16,776,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201573.3Functionally obsoleteFairSatisfactoryFair-
May 201361.7Functionally obsoleteFairSatisfactoryFair6191
May 201172.8Functionally obsoleteFairSatisfactorySatisfactory6191
June 200972.8Functionally obsoleteFairSatisfactorySatisfactory6191
June 200773.8Functionally obsoleteSatisfactorySatisfactorySatisfactory6191
June 200575.6Functionally obsoleteSatisfactorySatisfactorySatisfactory6191
August 200375.6Functionally obsoleteSatisfactorySatisfactorySatisfactory6191
August 200175.6Functionally obsoleteSatisfactorySatisfactorySatisfactory6191
August 199975.6Functionally obsoleteSatisfactorySatisfactorySatisfactory6191
September 199761.8Functionally obsoleteFairFairFair27367
September 199538.9Structurally deficientPoorPoorPoor27367
October 199341.4Structurally deficientPoorPoorPoor16000
July 199146.0Structurally deficientFairPoorPoor16000