SB US-1/SR-5 over St. Lucie River/SR-707
Map
Coordinates:
+27.20500, -80.2587727°12'18" N, 80°15'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SB US-1/SR-5 over St. Lucie River/SR-707 |
Structure number: | 890151 |
Location: | 1mi S of SR-707 on SR-5 |
Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 259.9 ft. [79.2 m] |
Total length: | 4487.1 ft. [1367.6 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 61.0 ft. [18.6 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 21 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Segmental box girder [21] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,516 [as of 2018] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 29516 | 97.2 |
June 2016 | Good | Good | Good | Good | 8800 | 95.6 |
June 2014 | Good | Good | Good | Good | 28552 | 94.6 |
June 2012 | Good | Good | Good | Good | 28537 | 97.7 |
June 2010 | Good | Good | Very Good | Good | 28170 | 98.7 |
June 2008 | Good | Good | Very Good | Good | 31115 | 96.1 |
June 2006 | Good | Good | Very Good | Good | 31115 | 96.1 |
February 2005 | Good | Good | Very Good | Good | 31115 | 94.1 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 4,488 | 3,979 | 8 | 501 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 273,701 | 273,008 | 0 | 693 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 453 | 402 | 0 | 51 | 0 |
Reinforced Concrete Abutment | linear ft. | 125 | 125 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 580 | 531 | 41 | 8 | 0 |
Prestressed Concrete Pile | each | 285 | 284 | 0 | 1 | 0 |
Joints |
Strip Seal Joint | linear ft. | 62 | 32 | 30 | 0 | 0 |
Assembly with Seal | each | 305 | 241 | 57 | 7 | 0 |
Bearings |
Pot Bearing | each | 20 | 14 | 6 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 8,976 | 8,976 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 4,488 | 4,488 | 0 | 0 | 0 |