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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:99°
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:20,274 [as of 2003]
Truck traffic:6% 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:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$33,421,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201458.8Functionally obsoleteGoodGoodSatisfactory20274
December 201258.8Functionally obsoleteGoodGoodSatisfactory20274
December 201050.2Functionally obsoleteGoodGoodSatisfactory120284
December 200850.2Functionally obsoleteGoodGoodSatisfactory120284
December 200658.8Functionally obsoleteGoodGoodSatisfactory20274
October 200458.8Functionally obsoleteGoodGoodSatisfactory20274
December 200252.9Functionally obsoleteGoodGoodSatisfactory157381
December 200052.9Functionally obsoleteGoodGoodSatisfactory157381
December 199850.4Functionally obsoleteVery GoodGoodSatisfactory157381
December 199623.2Not deficientSatisfactoryFairPoor157381
December 199423.2Not deficientSatisfactoryFairPoor157381
December 199238.2Not deficientVery GoodFairFair157381
November 199021.2Not deficientVery GoodSatisfactoryPoor157381