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RTE 907L over RTE 907L, East River, SO

Map 

Coordinates:
+40.70844, -73.99872
40°42'30" N, 73°59'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907L over RTE 907L, East River, SO
Structure number:00000000223201D
Location:.9 MI NE FDR DR+BATTERY
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.9 ft. [15.2 m]
Total length:524.0 ft. [159.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance below bridge:1.0 ft. [0.3 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:22
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,928,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201693.0FairGoodSatisfactorySatisfactoryFO-
February 201478.0FairGoodSatisfactorySatisfactoryFO49625
February 201278.0FairGoodSatisfactorySatisfactoryFO49625
February 201079.0FairGoodSatisfactorySatisfactoryFO49625
March 200879.0FairGoodSatisfactorySatisfactoryFO49625
April 200677.7FairGoodSatisfactorySatisfactoryFO49625
March 200479.0FairGoodSatisfactorySatisfactory-49625
June 200279.0FairGoodSatisfactorySatisfactory-49625
June 200079.0FairGoodSatisfactorySatisfactory-49625
June 199879.0FairExcellentGoodSatisfactory-49625
August 199649.0PoorSatisfactoryPoorPoorSD40728
September 199532.0PoorPoorSeriousPoorSD40728
October 199432.0PoorPoorSeriousPoorSD40728
October 199232.0PoorPoorSeriousPoorSD40728
August 199027.0PoorPoorSeriousPoorSD40728