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RTE 25 over JACKSON AVENUE, AMTRAK-L

Map 

Coordinates:
+40.74889, -73.93744
40°44'56" N, 73°56'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25 over JACKSON AVENUE, AMTRAK-L
Structure number:00000000224004E
Location:QUEENSBORO BR OVR EAST RV
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.7 ft. [31.6 m]
Total length:3579.9 ft. [1091.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:94
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:102,592 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.4 tons [41.3 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Sufficiency rating:46.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$35,402,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201646.6FairGoodGoodSatisfactoryFO102592
November 201458.8FairGoodGoodSatisfactoryFO20274
December 201258.8FairGoodGoodSatisfactoryFO20274
December 201050.2FairGoodGoodSatisfactoryFO120284
December 200850.2FairGoodGoodSatisfactoryFO120284
December 200658.8FairGoodGoodSatisfactoryFO20274
October 200458.8FairGoodGoodSatisfactoryFO20274
December 200252.9FairGoodGoodSatisfactoryFO157381
December 200052.9FairGoodGoodSatisfactoryFO157381
December 199850.4FairVery GoodGoodSatisfactoryFO157381
December 199623.2PoorSatisfactoryFairPoor-157381
December 199423.2PoorSatisfactoryFairPoor-157381
December 199238.2FairVery GoodFairFair-157381
November 199021.2PoorVery GoodSatisfactoryPoor-157381