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WEST 153RD STREET over ADAM CLTN PO BLVD

Map 

Coordinates:
+40.82668, -73.93537
40°49'36" N, 73°56'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 153RD STREET over ADAM CLTN PO BLVD
Structure number:000000002246710
Location:AT HARLEM
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:4,003 [as of 2002]
Truck traffic:3% 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.0 tons [59.1 metric tons]
Inventory rating:27.1 tons [24.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:53.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201453.5Structurally deficientPoorSatisfactoryFair4003
February 201253.5Structurally deficientPoorSatisfactoryFair4003
February 201053.5Structurally deficientPoorSatisfactoryFair4003
February 200853.5Structurally deficientPoorSatisfactoryFair4003
March 200649.8Structurally deficientPoorFairFair4003
February 200453.5Structurally deficientPoorSatisfactoryFair4003
April 200258.1Structurally deficientPoorSatisfactoryFair976
April 200058.1Structurally deficientPoorSatisfactoryFair976
March 199844.0Structurally deficientPoorSatisfactoryPoor976
June 199643.7Structurally deficientPoorFairPoor976
July 199443.9Structurally deficientPoorFairPoor1000
April 199243.9Structurally deficientPoorPoorPoor1000
May 199048.6Structurally deficientPoorFairPoor1000