STARKEY BLVD. over PITHLACHASCOTEE RIVER
Map
Coordinates:
+28.25589, -82.6506928°15'21" N, 82°39'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STARKEY BLVD. over PITHLACHASCOTEE RIVER |
Structure number: | 144048 |
Location: | 0.2MI S OF DECUBELLIS RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 83.7 ft. [25.5 m] |
Total length: | 749.1 ft. [228.3 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
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: | 9 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,000 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Very Good | 8000 | 96.9 |
February 2016 | Good | Good | Good | Very Good | 8000 | 96.9 |
February 2014 | Good | Good | Good | Very Good | 8000 | 96.9 |
February 2012 | Good | Good | Good | Very Good | 8000 | 96.9 |
February 2010 | Good | Good | Good | Very Good | 8000 | 97.2 |
February 2008 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
February 2006 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
February 2004 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
July 2003 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
August 2001 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
August 1999 | Good | Very Good | Very Good | Very Good | 8000 | 97.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 5,243 | 5,243 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 35,353 | 35,346 | 0 | 7 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 98 | 98 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 88 | 87 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 381 | 381 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 135 | 98 | 32 | 5 | 0 |
Bearings |
Elastomeric Bearing | each | 126 | 126 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 749 | 749 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 1,498 | 1,388 | 110 | 0 | 0 |