US-19 SB (SR-55) over SAWGRASS CREEK
Map
Coordinates:
+29.67695, -83.2486029°40'37" N, 83°14'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-19 SB (SR-55) over SAWGRASS CREEK |
Structure number: | 300058 |
Location: | 7.1 MI. N. OF CROSS CITY |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,650 [as of 2017] |
Truck traffic: | 18% 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: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $201,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 2650 | 81.9 |
December 2016 | Good | Good | Good | Good | 2700 | 81.9 |
December 2014 | Good | Good | Good | Good | 2400 | 82.0 |
December 2012 | Good | Good | Good | Good | 2300 | 82.0 |
December 2010 | Good | Good | Good | Good | 2650 | 81.9 |
December 2008 | Good | Good | Good | Good | 2350 | 82.0 |
December 2006 | Good | Good | Good | Good | 3200 | 80.6 |
December 2004 | Good | Good | Good | Good | 3050 | 80.8 |
November 2002 | Good | Good | Good | Good | 2850 | 79.8 |
November 2000 | Good | Good | Good | Good | 2900 | 79.8 |
November 1998 | Good | Good | Good | Good | 3100 | 79.8 |
January 1997 | Good | Very Good | Good | Good | 3300 | 78.6 |
February 1995 | Good | Very Good | Good | Good | 2800 | 78.7 |
February 1993 | Good | Very Good | Good | Good | 3080 | 78.7 |
March 1991 | Good | Very Good | Good | Good | 3035 | 78.7 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 400 | 394 | 0 | 6 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,282 | 3,274 | 3 | 5 | 0 |
Wearing Surfaces | sq. ft. | 2,756 | 2,756 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 66 | 65 | 1 | 0 | 0 |
Steel Pile | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 98 | 92 | 4 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 112 | 112 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,000 | 1,000 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 173 | 25 | 2 | 0 |