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UNION TURNPIKE over RTE 907M, RTE 907M

Map 

Coordinates:
+40.71664, -73.82041
40°42'60" N, 73°49'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:UNION TURNPIKE over RTE 907M, RTE 907M
Structure number:000000001075880
Location:.3 MI E RTE 678+GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:97.8 ft. [29.8 m]
Total length:197.8 ft. [60.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1963
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:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:34,613 [as of 2010]
Truck traffic:7% of total traffic
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$17,591,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201443.8Structurally deficient-PoorSatisfactory34613
January 201243.8Structurally deficient-PoorSatisfactory34600
January 201060.9Functionally obsolete-FairSatisfactory13071
January 200859.9Functionally obsoleteFairFairSatisfactory13071
January 200660.9Functionally obsoleteSatisfactoryFairSatisfactory13071
January 200460.9Functionally obsoleteSatisfactoryFairSatisfactory13071
January 200242.5Structurally deficientSatisfactoryPoorSatisfactory45011
January 200042.5Structurally deficientSatisfactoryPoorSatisfactory45011
February 199842.5Structurally deficient-PoorSatisfactory45011
March 199645.0Structurally deficient-PoorFair11390
February 19943.0Structurally deficient-PoorFair11390
February 19923.0Structurally deficient-PoorFair11390
March 19903.0Structurally deficient-PoorFair11390