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RAMP TO GW BRIDGE over RTE I95

Map 

Coordinates:
+40.84600, -73.93015
40°50'46" N, 73°55'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO GW BRIDGE over RTE I95
Structure number:00000000107696A
Location:JCT I87+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.8 ft. [16.4 m]
Total length:54.8 ft. [16.7 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:11,028 [as of 2002]
Truck traffic:10% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$7,030,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201457.0Structurally deficientPoorSatisfactoryFair11028
November 201257.0Structurally deficientPoorSatisfactoryFair11028
December 201047.0Structurally deficientPoorSatisfactoryPoor11028
December 200847.0Structurally deficientPoorSatisfactoryPoor11028
November 200647.0Structurally deficientPoorSatisfactoryPoor11028
October 200447.0Structurally deficientPoorSatisfactoryPoor11028
November 200247.0Structurally deficientPoorSatisfactoryPoor9600
December 200047.0Structurally deficientPoorSatisfactoryPoor9600
December 199847.0Structurally deficientPoorSatisfactoryPoor9600
December 199649.5Structurally deficientPoorFairPoor1100
December 199447.2Structurally deficientPoorFairPoor1100
October 199247.8Structurally deficientPoorFairPoor1100
November 199147.8Structurally deficientPoorFairPoor1100