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RTE 907V over AMTRAK-W SIDE CON

Map 

Coordinates:
+40.83747, -73.94851
40°50'15" N, 73°56'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907V over AMTRAK-W SIDE CON
Structure number:00000000222934A
Location:4 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:18.7 ft. [5.7 m]
Total length:449.8 ft. [137.1 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:26
Main spans material:Steel [3]
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: December 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:131,145 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.1 tons [71.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:48.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$92,915,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201648.7PoorFairPoorSatisfactorySD131145
October 201530.4PoorFairPoorSatisfactorySD131145
June 201428.9PoorFairPoorSatisfactorySD131145
August 201247.0FairFairFairSatisfactoryFO131100
December 201149.7FairSatisfactoryFairFairFO104242
October 201049.7FairSatisfactoryFairFairFO104242
November 200866.2FairSatisfactoryFairFairFO104242
August 200666.2FairSatisfactoryFairFairFO104242
September 200466.2FairSatisfactoryFairFairFO104242
September 200249.6FairSatisfactoryFairFairFO104242
November 200052.4FairSatisfactorySatisfactoryFairFO104242
June 199869.4FairSatisfactorySatisfactoryFairFO104242
June 199645.0PoorPoorPoorPoorSD104242
May 199445.3PoorPoorPoorPoorSD104242
July 199245.3PoorPoorPoorPoorSD104242
July 199022.0PoorPoorSeriousPoorSD104242