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


+40.66416, -73.79145
40°39'51" N, 73°47'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:150TH STREET over RTE I878, RTE I878, TO N
Structure number:000000001073010
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:25°
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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201581.3GoodVery GoodVery GoodGood-12267
May 201385.5GoodVery GoodVery GoodGood-4918
May 201185.5GoodExcellentVery GoodGood-4918
April 200985.5GoodExcellentVery GoodGood-4918
May 200785.5GoodExcellentExcellentGood-4918
April 200585.5GoodExcellentExcellentGood-4918
April 200385.5GoodExcellentExcellentGood-4918
May 200185.5GoodExcellentExcellentGood-5321
January 199985.5GoodGoodGoodGood-5321
May 199785.5GoodVery GoodVery GoodExcellent-5095
May 199581.4FairVery GoodVery GoodSatisfactory-5995
May 199379.7FairVery GoodVery GoodSatisfactory-24000
March 199175.6GoodVery GoodVery GoodVery Good-24000