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57TH AVENUE over CSX TRANS/CPR&P&W

Map

Coordinates:
+40.72872, -73.88571
40°43'43" N, 73°53'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:57TH AVENUE over CSX TRANS/CPR&P&W
Structure number:000000002247450
Location:AT MIDDLE VILLAGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:35.8 ft. [10.9 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,398 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:94.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,265,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201594.6GoodGoodGoodGoodFO8398
August 201394.6GoodGoodGoodGoodFO8398
September 201194.6GoodGoodGoodGoodFO8400
September 200994.6GoodGoodGoodGoodFO8398
November 200794.6GoodGoodGoodGoodFO9096
August 200593.7GoodVery GoodVery GoodVery Good-6300
August 200392.7GoodExcellentVery GoodVery Good-6300
July 200196.7GoodExcellentGoodVery Good-6300
April 199978.6GoodExcellentExcellentGood-6300
June 199767.5FairSatisfactoryFairFairFO6300
August 199549.9PoorPoorPoorPoorSD6300
December 199349.9PoorPoorPoorPoorSD6300
December 199149.9PoorPoorPoorPoorSD6300