SR618 SELMON EB over MAYDELL DRIVE
Map
Coordinates:
+27.95026, -82.3853427°57'01" N, 82°23'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR618 SELMON EB over MAYDELL DRIVE |
Structure number: | 100458 |
Location: | 620FT. SOUTH OF SR-60 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 71.5 ft. [21.8 m] |
Total length: | 152.6 ft. [46.5 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Vertical clearance above deck: | 28.5 ft. [8.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 1981 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 69,000 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Good | Good | 69000 | 94.7 |
August 2015 | Good | Very Good | Good | Good | 17250 | 97.2 |
August 2013 | Good | Very Good | Good | Good | 17250 | 97.2 |
August 2011 | Good | Very Good | Good | Good | 17250 | 97.2 |
August 2009 | Good | Excellent | Good | Good | 17750 | 98.2 |
August 2007 | Fair | Satisfactory | Good | Good | 13250 | 95.4 |
August 2005 | Fair | Satisfactory | Good | Good | 24500 | 95.8 |
August 2003 | Fair | Satisfactory | Good | Good | 19750 | 98.1 |
April 2001 | Fair | Satisfactory | Good | Good | 19750 | 98.1 |
April 1999 | Good | Good | Good | Good | 18300 | 89.1 |
April 1997 | Good | Good | Very Good | Very Good | 18300 | 89.1 |
April 1995 | Good | Good | Very Good | Good | 18300 | 91.5 |
March 1993 | Good | Good | Very Good | Good | 14127 | 92.9 |
March 1991 | Good | Good | Very Good | Very Good | 14127 | 92.9 |
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. | 763 | 763 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,948 | 5,948 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 78 | 78 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 78 | 78 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 78 | 74 | 2 | 1 | 1 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 305 | 305 | 0 | 0 | 0 |