Share:

RTE 907C over SHEEPSHEAD BAY RD

Map 

Coordinates:
+40.58469, -73.95109
40°35'05" N, 73°57'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over SHEEPSHEAD BAY RD
Structure number:000000002231409
Location:.8MI E BELT PKY+OCEAN PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:75.8 ft. [23.1 m]
Total length:78.7 ft. [24.0 m]
Roadway width between curbs:68.6 ft. [20.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1942
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:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:139,882 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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: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]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:65.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,427,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201465.0Structurally deficientPoorSatisfactoryFair139882
April 201259.0Structurally deficientPoorSatisfactoryFair139900
April 201070.0Structurally deficientPoorGoodSatisfactory151992
April 200870.0Structurally deficientPoorGoodSatisfactory135069
March 200670.0Structurally deficientPoorGoodSatisfactory144555
April 200470.0Structurally deficientPoorGoodSatisfactory151992
April 200261.1Structurally deficientPoorGoodSatisfactory129495
January 200061.1Structurally deficientPoorGoodSatisfactory129495
January 199844.7Structurally deficientPoorSatisfactoryFair134837
January 199630.9Structurally deficientSeriousFairPoor134606
March 199432.9Structurally deficientPoorFairPoor120141
February 199232.9Structurally deficientPoorFairPoor115000
June 199049.9Structurally deficientPoorFairPoor115000