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NFA A188 over LITTLE TURKEY CREEK
Map
Coordinates:
+35.18639, -88.10678
35°11'11" N, 88°06'24" W
+35.18639, -88.10678
35°11'11" N, 88°06'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A188 over LITTLE TURKEY CREEK |
| Structure number: | 360A1880001 |
| Location: | CHICKEN RANCH RD N SR 203 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1981 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2019] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2018 | Fair | 5 out of 10 | 100 | 85.9 |
| June 2016 | Fair | 6 out of 10 | 100 | 89.4 |
| June 2014 | Fair | 6 out of 10 | 100 | 89.4 |
| July 2012 | Fair | 6 out of 10 | 100 | 89.4 |
| September 2010 | Fair | 6 out of 10 | 100 | 89.4 |
| August 2008 | Fair | 6 out of 10 | 100 | 89.4 |
| September 2006 | Fair | 6 out of 10 | 120 | 89.4 |
| October 2004 | Fair | 6 out of 10 | 120 | 89.4 |
| December 2002 | Fair | 6 out of 10 | 120 | 87.4 |
| January 2001 | Fair | 6 out of 10 | 120 | 87.4 |
| May 1999 | Poor | 4 out of 10 | 120 | 60.4 |
| April 1997 | Good | 7 out of 10 | 70 | 85.5 |
| January 1995 | Fair | 6 out of 10 | 70 | 87.5 |
| May 1993 | Fair | 6 out of 10 | 70 | 87.5 |
| January 1992 | Fair | 6 out of 10 | 70 | 87.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1503098
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1503098