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MERRICK BOULEVARD over RTE 907B

Map 

Coordinates:
+40.67378, -73.73430
40°40'26" N, 73°44'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MERRICK BOULEVARD over RTE 907B
Structure number:000000002231720
Location:5 MI S GCP & CRS ISL PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:66.9 ft. [20.4 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:11.5 ft. [3.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:20,632 [as of 2009]
Truck traffic:5% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:15.2 tons [13.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$19,086,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201421.9Structurally deficient-PoorSatisfactory20632
February 201221.9Structurally deficient-PoorSatisfactory20600
February 201021.9Structurally deficient-PoorSatisfactory20632
February 200821.9Structurally deficient-PoorSatisfactory21212
March 200621.9Structurally deficient-PoorSatisfactory21212
March 200421.9Structurally deficient-PoorSatisfactory21212
May 200221.5Structurally deficient-PoorSatisfactory21212
March 200020.5Structurally deficientFairPoorSatisfactory21212
April 199820.5Structurally deficientFairPoorSatisfactory21212
June 199721.5Structurally deficient-PoorSatisfactory21212
June 199621.3Structurally deficient-PoorFair12260
May 199521.3Structurally deficient-PoorFair12260
April 199421.3Structurally deficient-PoorFair12260
June 199318.0Structurally deficient-SeriousFair12260
March 199218.0Structurally deficient-SeriousFair12260
March 199028.0Structurally deficient-PoorPoor12260