S-9-418 over SAVANY HUNT
Map
Coordinates:
+33.85343, -81.0283433°51'12" N, 81°01'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-9-418 over SAVANY HUNT |
Structure number: | 000000000007654 |
Old structure number: | 000970041800100 (from 1992 edition) |
Location: | 20.0 MI NW ST MATTHEWS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
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: | 8 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 960 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 72.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Fair | 960 | 72.2 |
July 2015 | Fair | Fair | Fair | Fair | 960 | 54.4 |
August 2013 | Fair | Fair | Fair | Fair | 960 | 54.4 |
August 2011 | Fair | Fair | Fair | Fair | 960 | 54.4 |
August 2009 | Good | Good | Good | Good | 960 | 68.5 |
October 2007 | Good | Good | Good | Good | 960 | 71.4 |
September 2005 | Good | Good | Good | Good | 120 | 80.4 |
August 1999 | Good | Very Good | Very Good | Very Good | 60 | 81.2 |
June 1991 | Good | Very Good | Very Good | Very Good | 50 | 80.1 |
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 | 54 | 54 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 297 | 0 | 297 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 240 | 240 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,960 | 3,960 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,960 | 3,960 | 0 | 0 | 0 |