Share:

150TH STREET over RTE I878, RTE I878, TO N

Map 

Coordinates:
+40.66416, -73.79145
40°39'51" N, 73°47'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:150TH STREET over RTE I878, RTE I878, TO N
Structure number:000000001073010
Location:INTER NASSAU EX.+ 150THST
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:134.8 ft. [41.1 m]
Total length:636.8 ft. [194.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:12,267 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:81.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$547,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201581.3Not deficientVery GoodVery GoodGood12267
May 201385.5Not deficientVery GoodVery GoodGood4918
May 201185.5Not deficientExcellentVery GoodGood4918
April 200985.5Not deficientExcellentVery GoodGood4918
May 200785.5Not deficientExcellentExcellentGood4918
April 200585.5Not deficientExcellentExcellentGood4918
April 200385.5Not deficientExcellentExcellentGood4918
May 200185.5Not deficientExcellentExcellentGood5321
January 199985.5Not deficientGoodGoodGood5321
May 199785.5Not deficientVery GoodVery GoodExcellent5095
May 199581.4Not deficientVery GoodVery GoodSatisfactory5995
May 199379.7Not deficientVery GoodVery GoodSatisfactory24000
March 199175.6Not deficientVery GoodVery GoodVery Good24000