PALMETTO PK RD EB over EL RIO CANAL
Map
Coordinates:
+26.35037, -80.0980226°21'01" N, 80°05'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PALMETTO PK RD EB over EL RIO CANAL |
Structure number: | 934464 |
Location: | 0.7MI WEST OF US-1 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 97.1 ft. [29.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1966 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 57,000 [as of 2018] |
Truck traffic: | 3% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 57000 | 74.6 |
May 2016 | Good | Good | Good | Good | 57000 | 74.6 |
May 2014 | Good | Good | Good | Good | 13260 | 77.2 |
May 2012 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
May 2008 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
May 2006 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
May 2004 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
June 2002 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
June 2000 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
June 1998 | Fair | Satisfactory | Satisfactory | Good | 13260 | 77.2 |
June 1996 | Good | Good | Good | Good | 13260 | 76.4 |
April 1994 | Fair | Satisfactory | Good | Good | 13025 | 77.7 |
April 1992 | Good | Very Good | Very Good | Good | 13000 | 77.7 |
March 1990 | Poor | Good | Critical | Good | 13000 | 10.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 82 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 12 | 5 | 0 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 70 | 70 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 40 | 24 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 98 | 98 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 98 | 93 | 4 | 1 | 0 |