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RTE 907C over ROCKAWAY PARK

Map 

Coordinates:
+40.63039, -73.88598
40°37'49" N, 73°53'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over ROCKAWAY PARK
Structure number:000000002231499
Location:5.6 MI SW I678+BELT PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:91.9 ft. [28.0 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:104.7 ft. [31.9 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span 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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:139,748 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:77.9 tons [70.8 metric tons]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,837,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.0Not deficientExcellentExcellentExcellent139748
October 201292.5Not deficientExcellentExcellentExcellent139700
October 201156.8Structurally deficientPoorFairPoor139700
September 201056.8Structurally deficientPoorFairPoor148480
September 200956.8Structurally deficientPoorFairPoor148480
December 200856.8Structurally deficientPoorFairPoor148480
October 200756.8Structurally deficientPoorFairPoor148480
August 200656.8Structurally deficientPoorFairPoor148480
August 200558.0Structurally deficientPoorFairPoor148480
August 200458.0Structurally deficientPoorFairPoor148480
May 200362.0Structurally deficientPoorFairPoor148480
June 200262.0Structurally deficientPoorFairPoor124812
May 200152.6Structurally deficientPoorFairPoor124812
September 200052.6Structurally deficientPoorFairPoor131795
July 199935.6Structurally deficientPoorSeriousSerious128600
September 199835.6Structurally deficientPoorSeriousSatisfactory136014
August 199735.6Structurally deficientPoorPoorSerious134540
July 199635.5Structurally deficientPoorSeriousPoor134540
July 199535.5Structurally deficientPoorPoorSerious121915
December 199436.9Structurally deficientPoorPoorSerious106288
December 199353.9Structurally deficientPoorPoorPoor66628
June 199236.9Structurally deficientPoorPoorSerious123989
September 199053.9Structurally deficientPoorPoorPoor123989