SR-618 WB over US41B (22ND ST) & CSX RR
Map
Coordinates:
+27.95333, -82.4347327°57'12" N, 82°26'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-618 WB over US41B (22ND ST) & CSX RR |
Structure number: | 100443 |
Location: | 1.0 MI E/O NEBRASKA AVE |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 155.8 ft. [47.5 m] |
Total length: | 1095.9 ft. [334.0 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Toll Authority [31] |
Year built: | 1981 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 33,500 [as of 2017] |
Truck traffic: | 6% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $14,998,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 33500 | 94.4 |
July 2015 | Good | Good | Good | Good | 25000 | 94.8 |
July 2013 | Poor | Poor | Good | Good | 44300 | 87.7 |
July 2011 | Poor | Poor | Good | Good | 24250 | 71.4 |
July 2009 | Poor | Poor | Good | Good | 23000 | 71.5 |
August 2007 | Poor | Poor | Good | Good | 22500 | 71.5 |
August 2005 | Poor | Poor | Good | Good | 31000 | 70.8 |
August 2003 | Poor | Poor | Good | Good | 21500 | 74.5 |
May 2002 | Poor | Poor | Good | Good | 21500 | 76.5 |
May 2001 | Poor | Poor | Good | Good | 21750 | 76.4 |
May 1999 | Poor | Poor | Good | Good | 16000 | 94.0 |
May 1997 | Good | Good | Good | Good | 16000 | 94.2 |
April 1995 | Good | Good | Good | Good | 16000 | 87.3 |
March 1993 | Good | Good | Good | Good | 16013 | 88.4 |
March 1991 | Fair | Satisfactory | Very Good | Very Good | 16013 | 88.4 |
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. | 1,091 | 1,087 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,213 | 15,203 | 6 | 0 | 4 |
Prestressed Concrete Girder/Beam | linear ft. | 7,359 | 7,359 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 58,187 | 58,187 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 57 | 57 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 233 | 233 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 861 | 861 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 793 | 793 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 194 | 194 | 0 | 0 | 0 |
Movable Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 10 | 0 | 0 | 0 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,520 | 2,520 | 0 | 0 | 0 |