150TH STREET over RTE 907D, RTE 907D


+40.66643, -73.78948
40°39'59" N, 73°47'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:150TH STREET over RTE 907D, RTE 907D
Structure number:000000001076660
Location:.7 MI W JCT I678 & SH 27
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:9,278 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,418,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201462.3Functionally obsoleteFairFairFair9278
March 201247.9Structurally deficientFairFairPoor9278
March 201047.7Structurally deficientFairFairPoor11260
March 200847.7Structurally deficientFairFairPoor11260
February 200662.3Functionally obsoleteFairFairFair9278
February 200462.3Functionally obsoleteFairFairFair9278
April 200262.2Functionally obsoleteFairFairFair9688
February 200061.2Functionally obsoleteFairFairFair9688
March 199862.2Functionally obsolete-FairFair9688
March 199647.4Structurally deficient-PoorPoor11302
February 199448.4Structurally deficient-PoorPoor20800
February 199248.4Structurally deficient-PoorPoor20800
January 199048.4Structurally deficient-PoorPoor20800