AT 49TH AVENUE over RTE 907M, RTE 907M, PARK


+40.74729, -73.84864
40°44'50" N, 73°50'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:AT 49TH AVENUE over RTE 907M, RTE 907M, PARK
Structure number:000000001055940
Location:.6 MI N GCP+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:72.8 ft. [22.2 m]
Total length:265.8 ft. [81.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
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:5
Main spans material:Steel [3]
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: February 2014 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$7,292,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201488.5Functionally obsoleteSatisfactorySatisfactoryGood250
March 201288.5Functionally obsoleteSatisfactorySatisfactoryGood250
March 201077.5Functionally obsoleteGoodFairGood250
March 200894.0Functionally obsoleteGoodSatisfactoryGood-
February 200694.0Functionally obsoleteGoodSatisfactoryGood-
January 200494.0Functionally obsoleteGoodSatisfactorySatisfactory-
January 200294.0Functionally obsoleteGoodSatisfactorySatisfactory-
January 200094.0Functionally obsoleteSatisfactorySatisfactorySatisfactory-
20000.0Not applicable---168138
January 199883.0Functionally obsoleteSatisfactorySatisfactoryFair-
January 199666.0Structurally deficientFairFairPoor-
January 199468.0Structurally deficientFairFairPoor-
January 199368.0Structurally deficientFairFairPoor-
January 199268.0Structurally deficientFairFairPoor-
January 199068.0Structurally deficientFairFairPoor-