S-18-56 over UNNAMED STREAM
Map
Coordinates:
+33.08579, -80.3761833°05'09" N, 80°22'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-18-56 over UNNAMED STREAM |
Structure number: | 000000000004308 |
Old structure number: | 001870005600400 (from 1992 edition) |
Location: | 3.4 MI SW RIDGEVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 452 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 83.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Good | Satisfactory | 452 | 83.4 |
May 2015 | Fair | Good | Good | Satisfactory | 452 | 83.9 |
May 2013 | Fair | Good | Good | Satisfactory | 452 | 83.9 |
May 2011 | Fair | Good | Good | Satisfactory | 452 | 83.9 |
June 2009 | Fair | Good | Good | Satisfactory | 452 | 83.9 |
May 2007 | Good | Good | Good | Good | 452 | 83.9 |
February 2005 | Good | Good | Good | Good | 470 | 83.8 |
February 1999 | Good | Very Good | Very Good | Very Good | 430 | 85.2 |
January 1991 | Good | Very Good | Very Good | Very Good | 225 | 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 |
---|
Substructure |
Timber Column | each | 15 | 0 | 14 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 83 | 0 | 83 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 28 | 0 | 28 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 60 | 0 | 60 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 825 | 775 | 50 | 0 | 0 |
Wearing Surfaces | sq. ft. | 825 | 784 | 41 | 0 | 0 |