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BAYCHESTERAV RAMP over RTE I95

Map 

Coordinates:
+40.87543, -73.83486
40°52'32" N, 73°50'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BAYCHESTERAV RAMP over RTE I95
Structure number:000000005076070
Location:2.8 MI NW JCT I295 & I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:90.9 ft. [27.7 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:55°
Owner:State Toll Authority [31]
Year built:1956
Year reconstructed:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,697 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:71.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$534,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201671.9FairFairFairFairFO10697
June 201471.9FairSatisfactoryFairSatisfactoryFO10695
August 201272.6FairSatisfactoryFairSatisfactoryFO7200
August 201074.6FairSatisfactoryFairSatisfactory-7200
August 200874.6FairSatisfactoryFairSatisfactory-7200
August 200676.7FairSatisfactoryFairSatisfactory-7200
October 200476.7FairSatisfactoryFairSatisfactoryFO7200
September 200275.7FairSatisfactoryFairSatisfactoryFO7200
October 200075.7FairSatisfactorySatisfactoryFairFO7200
November 199875.7FairSatisfactorySatisfactoryFairFO7200
November 199659.2PoorPoorFairPoorSD7200
October 199441.7PoorFairFairPoorSD7200
October 199241.7PoorFairPoorPoorSD7200
September 199041.7PoorFairPoorPoorSD7200