SR1195 over OCONALUFTEE RIVER
Map
Coordinates:
+35.44648, -83.3801935°26'47" N, 83°22'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1195 over OCONALUFTEE RIVER |
Structure number: | 000000001730161 |
Location: | .05 MI.E.JCT.US19 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 70.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2015 | Fair | Good | Good | Fair | 1300 | 70.8 |
October 2013 | Fair | Good | Good | Fair | 1300 | 70.8 |
October 2011 | Fair | Good | Good | Fair | 1500 | 70.6 |
October 2009 | Fair | Good | Good | Satisfactory | 1300 | 82.0 |
October 2007 | Good | Good | Very Good | Good | 1800 | 81.6 |
October 2005 | Good | Good | Very Good | Good | 1800 | 81.6 |
August 2003 | Good | Good | Very Good | Good | 1400 | 81.9 |
October 2001 | Good | Good | Very Good | Good | 1400 | 81.9 |
November 1999 | Good | Good | Very Good | Good | 1400 | 81.9 |
April 1990 | Good | Very Good | Very Good | Very Good | 900 | 82.7 |