49TH STREET over RTE 907M, RTE 907M


+40.76764, -73.90176
40°46'03" N, 73°54'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:49TH STREET over RTE 907M, RTE 907M
Structure number:000000002230890
Location:0.87 MI S JCT GCP&BQE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:54.8 ft. [16.7 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1981
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: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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,714 [as of 2002]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:82.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,133,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodSatisfactoryFair971482.0
May 2014FairSatisfactorySatisfactoryFair586382.0
May 2012FairSatisfactorySatisfactoryFair586382.0
May 2010FairSatisfactorySatisfactoryFair586382.0
May 2008FairSatisfactorySatisfactorySatisfactory586393.0
June 2006FairSatisfactorySatisfactorySatisfactory586393.0
June 2004FairSatisfactorySatisfactorySatisfactory586376.0
July 2002FairSatisfactorySatisfactorySatisfactory586376.0
June 2000FairSatisfactorySatisfactorySatisfactory586376.0
September 1998GoodGoodGoodGood586376.0
October 1996PoorFairFairPoor300049.0
August 1994PoorFairFairPoor300049.0
September 1992PoorFairFairPoor300049.0
November 1990FairFairFairFair300063.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,6081,45015710
Steel Protective Coatingsq. ft.5,6265,626000
Reinforced Concrete Decksq. ft.6,0045,70030400
Wearing Surfacessq. ft.3,86003,86000
Steel Columneach60600
Steel Protective Coatingsq. ft.6346003400
Reinforced Concrete Abutmentlinear ft.130092380
Steel Pier Caplinear ft.5353000
Steel Protective Coatingsq. ft.840840000
Compression Jointlinear ft.130006565
Movable Bearingeach30150150
Steel Protective Coatingsq. ft.90603000
Fixed Bearingeach1515000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.214214000
Steel Protective Coatingsq. ft.1,2001,200000