US129 over SANTEETLAH LAKE
Map
Coordinates:
+35.36428, -83.8362735°21'51" N, 83°50'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US129 over SANTEETLAH LAKE |
Structure number: | 000000000750010 |
Location: | 25 FT.N.JCT.SR1144 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 118.1 ft. [36.0 m] |
Total length: | 479.0 ft. [146.0 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 2010 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 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: | 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: | 80.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Fair | Fair | 2700 | 80.5 |
July 2015 | Fair | Good | Good | Fair | 2700 | 86.6 |
July 2013 | Fair | Good | Good | Fair | 2700 | 86.6 |
July 2011 | Fair | Good | Good | Fair | 2500 | 86.6 |
July 2009 | Fair | Fair | Good | Good | 2800 | 96.6 |
November 2007 | Fair | Satisfactory | Good | Good | 2200 | 97.7 |
September 2005 | Fair | Satisfactory | Good | Good | 2200 | 97.7 |
July 2003 | Fair | Satisfactory | Good | Good | 1900 | 98.7 |
August 2001 | Fair | Satisfactory | Good | Good | 1800 | 98.7 |
August 1999 | Fair | Satisfactory | Good | Good | 2100 | 97.7 |
July 1991 | Good | Good | Very Good | Good | 800 | 94.8 |