SR1316 over CAMP CREEK
Map
Coordinates:
+35.13434, -84.2749235°08'04" N, 84°16'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1316 over CAMP CREEK |
Structure number: | 000000000390058 |
Location: | .5 MI.W.JCT.SR1320 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 250 [as of 2011] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 250 | 96.9 |
April 2016 | Good | Good | Good | Good | 250 | 96.9 |
April 2014 | Good | Good | Good | Good | 250 | 96.9 |
April 2012 | Good | Good | Good | Good | 270 | 95.4 |
May 2010 | Good | Good | Good | Good | 220 | 96.9 |
May 2008 | Good | Good | Good | Good | 220 | 96.9 |
May 2006 | Good | Good | Very Good | Good | 220 | 96.9 |
April 2004 | Good | Good | Very Good | Good | 150 | 97.0 |
May 2002 | Good | Good | Very Good | Good | 90 | 98.0 |
May 2000 | Good | Good | Very Good | Good | 280 | 95.4 |
June 1998 | Good | Very Good | Very Good | Good | 150 | 97.0 |
March 1991 | Good | Very Good | Very Good | Very Good | 45 | 98.0 |