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EAST DRIVE over TRANSV RD NO 3N

Map 

Coordinates:
+40.78159, -73.96282
40°46'54" N, 73°57'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST DRIVE over TRANSV RD NO 3N
Structure number:000000002246250
Location:E END OF CENTRAL PARK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.7 ft. [11.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:115.2 ft. [35.1 m]
Vertical clearance below bridge:11.8 ft. [3.6 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Masonry [8]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 1971]
Truck traffic:10% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.0 tons [40.9 metric tons]
Inventory rating:12.5 tons [11.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:4.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,351,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 20144.0Structurally deficient-PoorSatisfactory8500
January 20124.0Structurally deficient-PoorSatisfactory8500
February 20104.0Structurally deficient-PoorSatisfactory8500
February 20084.0Structurally deficient-PoorSatisfactory8500
March 20064.0Structurally deficient-PoorSatisfactory8500
March 20044.0Structurally deficient-PoorSatisfactory8500
April 20024.0Structurally deficient-PoorSatisfactory8500
February 20004.0Structurally deficient-PoorSatisfactory8500
February 19983.0Structurally deficientFairPoorFair8500
May 19973.0Structurally deficientFairPoorFair8500
April 19964.0Structurally deficient-PoorPoor8500
April 19945.0Structurally deficient-PoorPoor8500
March 19925.0Structurally deficient-PoorPoor8500
April 19903.4Structurally deficient-PoorPoor8500