US-41 NB (SR-45) over CSX R/R
Map
Coordinates:
+28.55483, -82.3919228°33'17" N, 82°23'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-41 NB (SR-45) over CSX R/R |
Structure number: | 080001 |
Location: | 1.3 Miles E of SR-50 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 50.5 ft. [15.4 m] |
Total length: | 150.6 ft. [45.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,900 [as of 2017] |
Truck traffic: | 7% 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 replacement [2] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 6900 | 75.1 |
February 2015 | Good | Good | Good | Good | 6400 | 75.2 |
February 2013 | Fair | Good | Satisfactory | Good | 7100 | 75.0 |
February 2011 | Fair | Good | Satisfactory | Good | 8000 | 74.9 |
February 2009 | Fair | Good | Satisfactory | Good | 8300 | 74.8 |
February 2007 | Fair | Good | Satisfactory | Good | 10400 | 74.4 |
February 2005 | Fair | Good | Satisfactory | Good | 10700 | 74.4 |
February 2003 | Fair | Good | Satisfactory | Good | 12200 | 76.1 |
February 2001 | Fair | Good | Satisfactory | Good | 9700 | 93.9 |
February 1999 | Good | Good | Very Good | Good | 5700 | 76.3 |
February 1997 | Good | Good | Very Good | Good | 5700 | 76.2 |
June 1995 | Good | Good | Very Good | Good | 8500 | 75.5 |
July 1993 | Good | Good | Very Good | Good | 6930 | 75.8 |
September 1991 | Good | Good | Very Good | Good | 12237 | 74.8 |
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 |
Steel Girder/Beam | linear ft. | 1,054 | 1,050 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,000 | 988 | 0 | 0 | 12 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,509 | 5,449 | 40 | 20 | 0 |
Wearing Surfaces | sq. ft. | 3,628 | 3,627 | 1 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 102 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 86 | 86 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 167 | 164 | 3 | 0 | 0 |
Bearings |
Movable Bearing | each | 21 | 21 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21 | 21 | 0 | 0 | 0 |
Fixed Bearing | each | 21 | 20 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 21 | 21 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 302 | 302 | 0 | 0 | 0 |