FAS 456 over STANLEY CREEK
Map
Coordinates:
+36.47147, -84.4798236°28'17" N, 84°28'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 456 over STANLEY CREEK |
Structure number: | 76S24500007 |
Location: | 5 MI NE JCT SR63 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.3 ft. [6.5 m] |
Total length: | 67.9 ft. [20.7 m] |
Skew angle: | 60° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,960 [as of 2017] |
Truck traffic: | 9% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2017 | Fair | 6 out of 10 | 2960 | 97.9 |
April 2015 | Fair | 6 out of 10 | 2840 | 96.9 |
April 2013 | Fair | 6 out of 10 | 2870 | 96.9 |
April 2011 | Fair | 6 out of 10 | 3280 | 96.7 |
April 2009 | Fair | 6 out of 10 | 3340 | 93.7 |
April 2007 | Fair | 6 out of 10 | 3380 | 93.7 |
April 2005 | Fair | 6 out of 10 | 3550 | 93.6 |
April 2003 | Fair | 6 out of 10 | 4040 | 95.5 |
April 2001 | Fair | 6 out of 10 | 4070 | 95.5 |
April 1999 | Fair | 6 out of 10 | 3580 | 95.7 |
May 1997 | Fair | 6 out of 10 | 3540 | 95.7 |
March 1995 | Fair | 6 out of 10 | 3680 | 94.6 |
January 1993 | Fair | 6 out of 10 | 2770 | 94.9 |
March 1991 | Fair | 6 out of 10 | 2770 | 94.9 |