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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:99°
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: February 2014 

Status:Open, no restriction [A]
Average daily traffic:49,625 [as of 1999]
Truck traffic:4% 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]
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:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,093,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201478.0Functionally obsoleteGoodSatisfactorySatisfactory49625
February 201278.0Functionally obsoleteGoodSatisfactorySatisfactory49625
February 201079.0Functionally obsoleteGoodSatisfactorySatisfactory49625
March 200879.0Functionally obsoleteGoodSatisfactorySatisfactory49625
April 200677.7Functionally obsoleteGoodSatisfactorySatisfactory49625
March 200479.0Not deficientGoodSatisfactorySatisfactory49625
June 200279.0Not deficientGoodSatisfactorySatisfactory49625
June 200079.0Not deficientGoodSatisfactorySatisfactory49625
June 199879.0Not deficientExcellentGoodSatisfactory49625
August 199649.0Structurally deficientSatisfactoryPoorPoor40728
September 199532.0Structurally deficientPoorSeriousPoor40728
October 199432.0Structurally deficientPoorSeriousPoor40728
October 199232.0Structurally deficientPoorSeriousPoor40728
August 199027.0Structurally deficientPoorSeriousPoor40728