S-9-16 over LITTLE LIMESTONE CREEK
Map
Coordinates:
+33.62288, -80.9384233°37'22" N, 80°56'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-9-16 over LITTLE LIMESTONE CREEK |
Structure number: | 000000000008717 |
Old structure number: | 000970001600101 (from 1992 edition) |
Location: | 9.5 MI W ST. MATTHEWS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 600 [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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 600 | 99.0 |
July 2015 | Good | Good | Good | Good | 600 | 98.9 |
August 2013 | Fair | Good | Good | Fair | 600 | 87.9 |
August 2011 | Fair | Good | Good | Fair | 600 | 88.9 |
August 2009 | Fair | Good | Good | Fair | 600 | 88.9 |
October 2007 | Good | Good | Good | Good | 600 | 99.9 |
September 2005 | Good | Good | Good | Good | 220 | 100.0 |
August 1999 | Good | Very Good | Very Good | Very Good | 220 | 98.0 |
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 |
Steel Column | each | 20 | 0 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 77 | 77 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 60 | 60 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,167 | 1,167 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,167 | 1,167 | 0 | 0 | 0 |