FLOYD PKWY EXT over NARROW BAY
Map
Coordinates:
+40.73705, -72.8675140°44'13" N, 72°52'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FLOYD PKWY EXT over NARROW BAY |
Structure number: | 000000003300770 |
Location: | SW OF MASTIC BEACH |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Tolls: | Yes [1] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 1220.2 ft. [371.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Year reconstructed: | 2012 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Movable - Bascule [16] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 3,289 [as of 2018] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 12.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $59,339,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Satisfactory | Poor | Poor | 3289 | 12.5 |
November 2017 | Poor | Satisfactory | Poor | Fair | 26762 | 10.5 |
November 2016 | Poor | Satisfactory | Poor | Fair | 26779 | 39.0 |
October 2015 | Poor | Satisfactory | Poor | Satisfactory | 26794 | 24.1 |
October 2014 | Fair | Satisfactory | Fair | Satisfactory | 22969 | 38.9 |
August 2012 | Fair | Satisfactory | Fair | Fair | 23000 | 41.2 |
September 2010 | Fair | Satisfactory | Fair | Fair | 22969 | 38.9 |
October 2008 | Fair | Satisfactory | Fair | Fair | 22969 | 38.9 |
October 2006 | Fair | Satisfactory | Fair | Fair | 14900 | 41.2 |
October 2004 | Poor | Satisfactory | Fair | Poor | 14900 | 37.2 |
September 2002 | Fair | Satisfactory | Fair | Fair | 14900 | 41.0 |
November 2000 | Fair | Satisfactory | Fair | Fair | 14900 | 38.0 |
July 1998 | Poor | Satisfactory | Poor | Fair | 14900 | 23.0 |
July 1996 | Poor | Fair | Poor | Poor | 14900 | 38.0 |
December 1994 | Poor | Fair | Fair | Serious | 14900 | 21.0 |
November 1992 | Poor | Fair | Serious | Poor | 14900 | 21.0 |
December 1990 | Poor | Poor | Serious | Poor | 14900 | 19.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 506 | 0 | 327 | 179 | 0 |
Steel Protective Coating | sq. ft. | 8,567 | 0 | 5,906 | 2,195 | 466 |
Prestressed Concrete Girder/Beam | linear ft. | 7,920 | 0 | 7,821 | 99 | 0 |
Steel Stringer | linear ft. | 1,302 | 0 | 1,054 | 248 | 0 |
Steel Protective Coating | sq. ft. | 7,240 | 0 | 4,869 | 2,063 | 308 |
Deck |
Reinforced Concrete Deck | sq. ft. | 40,688 | 0 | 40,511 | 177 | 0 |
Wearing Surfaces | sq. ft. | 29,744 | 0 | 29,724 | 20 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 354 | 0 | 228 | 126 | 0 |
Steel Protective Coating | sq. ft. | 4,075 | 0 | 2,540 | 1,115 | 420 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 0 | 4 | 0 | 0 |
Substructure |
Steel Column | each | 20 | 0 | 0 | 18 | 2 |
Steel Protective Coating | sq. ft. | 2,712 | 0 | 2,350 | 272 | 90 |
Reinforced Concrete Column | each | 102 | 0 | 84 | 18 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 110 | 0 | 98 | 12 | 0 |
Reinforced Concrete Abutment | linear ft. | 188 | 0 | 188 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 576 | 0 | 576 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 1,976 | 0 | 1,976 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,976 | 0 | 1,976 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 216 | 0 | 121 | 95 | 0 |
Assembly with Seal | each | 360 | 0 | 79 | 269 | 12 |
Other Joint | linear ft. | 108 | 0 | 108 | 0 | 0 |
Bearings |
Movable Bearing | each | 142 | 0 | 0 | 142 | 0 |
Steel Protective Coating | sq. ft. | 142 | 0 | 0 | 124 | 18 |
Fixed Bearing | each | 128 | 0 | 0 | 128 | 0 |
Steel Protective Coating | sq. ft. | 128 | 0 | 0 | 128 | 0 |
Other Bearing | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,440 | 0 | 2,440 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,413 | 0 | 10,413 | 0 | 0 |