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SR-A1A (Ocean Ave) over ICWW
Map
Coordinates:
+27.20667, -80.19167
27°12'24" N, 80°11'30" W
+27.20667, -80.19167
27°12'24" N, 80°11'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-A1A (Ocean Ave) over ICWW |
| Structure number: | 890150 |
| Location: | 4.03Miles E of SR5 on A1A |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 151.9 ft. [46.3 m] |
| Total length: | 4661.3 ft. [1420.7 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 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: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 31 |
| 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 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,600 [as of 2017] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 93.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Very Good | Good | Very Good | 14600 | 93.2 |
| June 2015 | Good | Very Good | Good | Very Good | 10700 | 95.0 |
| June 2013 | Good | Very Good | Good | Very Good | 14100 | 93.4 |
| June 2011 | Good | Excellent | Good | Very Good | 14000 | 90.8 |
| June 2009 | Good | Excellent | Excellent | Excellent | 10100 | 94.8 |
| June 2007 | Good | Excellent | Excellent | Excellent | 14900 | 92.3 |
| 2000 | - | - | - | - | 14900 | 90.5 |
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. | 4,661 | 4,628 | 6 | 27 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 284,321 | 284,321 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 826 | 825 | 1 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 125 | 125 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 480 | 454 | 12 | 14 | 0 |
| Prestressed Concrete Pile | each | 196 | 196 | 0 | 0 | 0 |
| Joints | ||||||
| Assembly without Seal Joint | linear ft. | 360 | 280 | 80 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 72 | 72 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 9,322 | 7,322 | 2,000 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 9,322 | 9,321 | 0 | 1 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088558
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088558