150TH STREET over RTE 907A, RTE 907A


+40.78716, -73.81336
40°47'14" N, 73°48'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:150TH STREET over RTE 907A, RTE 907A
Structure number:000000002231950
Location:1.3 MI W JCT I78 & CI PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.0 ft. [13.4 m]
Total length:93.8 ft. [28.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:11.5 ft. [3.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:4,991 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:25.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,348,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201425.4Structurally deficientSatisfactoryPoorSatisfactory4991
February 201225.4Structurally deficientSatisfactoryPoorSatisfactory5000
February 201023.4Structurally deficientSatisfactoryPoorSatisfactory6157
March 200852.6Functionally obsolete-FairSatisfactory6157
February 200638.6Structurally deficient-PoorSatisfactory6157
January 200423.4Structurally deficient-PoorSatisfactory6157
February 200238.6Structurally deficient-PoorSatisfactory6157
January 200022.4Structurally deficientFairPoorSatisfactory6157
February 199823.4Structurally deficient-PoorFair6157
April 199638.5Structurally deficient-PoorPoor6400
March 199437.0Structurally deficient-PoorPoor6400
April 199237.0Structurally deficient-PoorPoor6400
September 199043.8Structurally deficient-PoorFair6400