S-18-119 over UNKNOWN STREAM
Map
Coordinates:
+33.19503, -80.5947433°11'42" N, 80°35'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-18-119 over UNKNOWN STREAM |
Structure number: | 000000000004106 |
Old structure number: | 001870011900100 (from 1992 edition) |
Location: | 0.5 MI W ST GEORGE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2017] |
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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 120 | 100.0 |
May 2015 | Good | Very Good | Very Good | Very Good | 120 | 100.0 |
May 2013 | Good | Very Good | Very Good | Very Good | 120 | 100.0 |
May 2011 | Good | Very Good | Very Good | Very Good | 30 | 100.0 |
June 2009 | Good | Very Good | Very Good | Very Good | 30 | 100.0 |
June 2007 | Good | Very Good | Very Good | Very Good | 29 | 100.0 |
February 2005 | Fair | Good | Good | Fair | 30 | 78.5 |
March 1999 | Good | Very Good | Very Good | Very Good | 1320 | 77.5 |
January 1991 | Good | Very Good | Very Good | Very Good | 225 | 88.5 |
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 Closed Web/Box Girder | linear ft. | 480 | 0 | 480 | 0 | 0 |
Substructure |
Steel Pile | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 0 | 72 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 0 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 80 | 0 | 80 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,320 | 1,254 | 66 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,320 | 1,254 | 66 | 0 | 0 |