SR2306 over INDIAN CREEK
Map
Coordinates:
+35.53831, -79.3353835°32'18" N, 79°20'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR2306 over INDIAN CREEK |
Structure number: | 000000000370201 |
Location: | 0.4 MI. S. JCT. SR2140 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 141.1 ft. [43.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 620 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Very Good | Very Good | Fair | 620 | 88.8 |
August 2015 | Good | Good | Good | Good | 620 | 99.8 |
August 2013 | Good | Good | Good | Good | 620 | 99.8 |
August 2011 | Fair | Good | Good | Fair | 480 | 88.8 |
August 2009 | Fair | Good | Good | Satisfactory | 510 | 97.9 |
August 2007 | Fair | Good | Good | Satisfactory | 650 | 97.8 |
September 2005 | Fair | Good | Good | Satisfactory | 850 | 94.0 |
August 2003 | Good | Very Good | Very Good | Good | 530 | 99.9 |
October 2001 | Good | Very Good | Very Good | Very Good | 510 | 99.9 |
September 1999 | Good | Very Good | Very Good | Very Good | 550 | 99.8 |
October 1991 | Poor | Serious | Satisfactory | Poor | 400 | 13.4 |