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EAST 149TH STREET over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.80912, -73.90296
40°48'33" N, 73°54'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 149TH STREET over AMTRAK/CSXT/P&W
Structure number:000000002241129
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:115.8 ft. [35.3 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:5,811 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:56.9 tons [51.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:39.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,386,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201439.0Functionally obsoleteGoodSatisfactoryFair5811
October 201239.0Functionally obsoleteVery GoodGoodFair5811
November 201039.0Functionally obsoleteVery GoodGoodFair5101
December 200839.0Functionally obsoleteGoodGoodFair5101
August 200639.0Functionally obsoleteGoodGoodFair5811
August 200439.0Functionally obsoleteGoodGoodFair5811
June 200238.1Functionally obsoleteGoodGoodFair5811
May 200042.1Functionally obsoleteGoodSatisfactoryFair5811
December 199842.1Functionally obsoleteGoodSatisfactoryFair5811
July 199627.2Structurally deficientSatisfactoryPoorPoor5030
November 199428.0Structurally deficientSatisfactoryPoorPoor12000
November 199228.0Structurally deficientSatisfactoryPoorPoor12000
August 199028.6Structurally deficientSatisfactoryPoorPoor12000