49TH ST over RTE I278, RTE I278


+40.76572, -73.90360
40°45'57" N, 73°54'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:49TH ST over RTE I278, RTE I278
Structure number:000000002230800
Location:.8 MI NW JCT I278 & SH 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:52.8 ft. [16.1 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:1993
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: March 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:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:75.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,759,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201675.4FairVery GoodSatisfactorySatisfactoryFO9714
April 201476.0FairVery GoodSatisfactorySatisfactoryFO9714
April 201276.0FairVery GoodSatisfactorySatisfactoryFO9714
April 201076.0FairExcellentSatisfactorySatisfactoryFO9714
April 200876.0FairExcellentSatisfactorySatisfactoryFO10124
March 200676.0FairGoodSatisfactorySatisfactoryFO9714
March 200475.0FairGoodSatisfactorySatisfactoryFO9714
May 200275.0FairGoodSatisfactorySatisfactoryFO10303
March 200076.0FairGoodSatisfactorySatisfactory-10303
May 199865.0FairVery GoodSatisfactoryFair-10303
May 199665.0FairSatisfactoryFairSatisfactory-6400
April 199465.0FairSatisfactoryFairSatisfactory-6400
April 199247.0PoorPoorPoorPoorSD6400
June 199047.0PoorPoorFairPoorSD6400