PORT BOULEVARD over INTRACOASTAL WATERWAY
Map
Coordinates:
+25.78000, -80.1833325°46'48" N, 80°10'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PORT BOULEVARD over INTRACOASTAL WATERWAY |
Structure number: | 875000 |
Location: | PORT BOULEVARD |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 194.9 ft. [59.4 m] |
Total length: | 2521.1 ft. [768.4 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 16 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Segmental box girder [21] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,350 [as of 2017] |
Truck traffic: | 7% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 4350 | 80.7 |
February 2016 | Good | Good | Good | Good | 7350 | 80.6 |
February 2014 | Good | Good | Good | Good | 7850 | 80.5 |
February 2012 | Good | Good | Good | Good | 6600 | 80.6 |
February 2010 | Good | Good | Good | Good | 9150 | 80.5 |
February 2008 | Good | Good | Good | Good | 9450 | 80.4 |
January 2008 | Good | Very Good | Very Good | Very Good | 9500 | 80.4 |
January 2006 | Good | Very Good | Very Good | Very Good | 12000 | 82.3 |
February 2004 | Good | Very Good | Very Good | Very Good | 11500 | 82.3 |
December 2001 | Good | Very Good | Very Good | Very Good | 10500 | 82.4 |
February 2000 | Good | Very Good | Very Good | Very Good | 6400 | 62.9 |
October 1997 | Good | Very Good | Very Good | Very Good | 9400 | 79.1 |
September 1995 | Good | Good | Good | Good | 5000 | 79.7 |
September 1993 | Fair | Good | Satisfactory | Very Good | 5000 | 79.7 |
October 1991 | Fair | Good | Satisfactory | Very Good | 5000 | 80.7 |
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. | 2,521 | 2,510 | 11 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 133,989 | 133,983 | 0 | 6 | 0 |
Substructure |
Reinforced Concrete Column | each | 15 | 15 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 105 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 305 | 237 | 60 | 8 | 0 |
Prestressed Concrete Pile | each | 113 | 113 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 413 | 413 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 159 | 0 | 0 | 0 | 159 |
Bearings |
Pot Bearing | each | 54 | 0 | 53 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 5,042 | 5,037 | 0 | 5 | 0 |
Other Material Bridge Rail | linear ft. | 2,521 | 2,521 | 0 | 0 | 0 |