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150TH STREET over LONG ISLAND-PW BR

Map 

Coordinates:
+40.76267, -73.81395
40°45'46" N, 73°48'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:150TH STREET over LONG ISLAND-PW BR
Structure number:000000002247100
Location:IN FLUSHING
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.7 ft. [12.4 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:3,124 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:47.3 tons [43.0 metric tons]
Inventory rating:20.5 tons [18.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,408,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201570.5Functionally obsoleteExcellentExcellentVery Good3124
August 201388.3Functionally obsoleteExcellentExcellentVery Good3147
September 201188.3Functionally obsoleteExcellentExcellentVery Good3147
September 200988.3Functionally obsoleteExcellentExcellentVery Good3200
September 200788.3Functionally obsoleteExcellentExcellentVery Good3147
June 200575.2Functionally obsoleteExcellentExcellentVery Good3147
June 200375.2Functionally obsoleteExcellentExcellentVery Good3147
July 200179.2Functionally obsoleteExcellentExcellentVery Good3147
April 199979.2Not deficientExcellentExcellentVery Good3147
August 199776.6Not deficientVery GoodVery GoodSatisfactory5500
October 199551.3Not deficientVery GoodVery GoodFair5500
October 199351.3Not deficientVery GoodVery GoodFair5500
April 19932.0Structurally deficientSeriousPoorSerious5500
March 19922.0Structurally deficientSeriousPoorSerious5500