SR-54 WB over CYPRESS CREEK
Map
Coordinates:
+28.18706, -82.4022228°11'13" N, 82°24'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-54 WB over CYPRESS CREEK |
Structure number: | 140120 |
Location: | 0.25 MILE WEST OF SR-56 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 135.2 ft. [41.2 m] |
Roadway width between curbs: | 64.3 ft. [19.6 m] |
Deck width edge-to-edge: | 73.2 ft. [22.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Year reconstructed: | 2008 |
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: | 2 |
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 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 33,750 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Very Good | Good | 33750 | 98.4 |
February 2015 | Good | Good | Very Good | Good | 30250 | 98.6 |
February 2013 | Good | Good | Very Good | Good | 30250 | 98.6 |
February 2011 | Good | Very Good | Very Good | Very Good | 25000 | 93.0 |
February 2009 | Good | Very Good | Very Good | Very Good | 26000 | 92.7 |
February 2007 | Good | Very Good | Very Good | Very Good | - | 100.0 |
February 2005 | Good | Very Good | Very Good | Very Good | - | 74.2 |
February 2003 | Good | Very Good | Very Good | Very Good | - | 100.0 |
August 2001 | Good | Excellent | Excellent | Excellent | - | 98.0 |
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. | 1,217 | 1,217 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,897 | 9,897 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 147 | 147 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 8 | 0 | 0 | 8 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 74 | 74 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 147 | 147 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 271 | 271 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 136 | 136 | 0 | 0 | 0 |