Share: 
Neosho P.5-15.7 over TRIB. S. FK. POTT. CK.
Map
Coordinates:
+38.25557, -95.23114
38°15'20" N, 95°13'52" W
+38.25557, -95.23114
38°15'20" N, 95°13'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Neosho P.5-15.7 over TRIB. S. FK. POTT. CK. |
| Structure number: | 000021047505403 |
| Location: | 1.3 S NEOSHO-HWY 169 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1950 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2014] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2018 | Good | 7 out of 10 | 20 | 80.4 |
| December 2017 | Good | 7 out of 10 | 20 | 48.3 |
| December 2015 | Fair | 6 out of 10 | 20 | 80.4 |
| February 2014 | Fair | 6 out of 10 | 20 | 80.4 |
| November 2011 | Fair | 6 out of 10 | 20 | 80.4 |
| November 2009 | Fair | 6 out of 10 | 20 | 80.4 |
| November 2007 | Fair | 6 out of 10 | 20 | 80.4 |
| November 2005 | Fair | 6 out of 10 | 20 | 80.4 |
| October 2003 | Good | N out of 10 | 20 | 80.4 |
| May 2001 | Good | N out of 10 | 20 | 80.4 |
| June 1999 | Good | N out of 10 | 20 | 80.8 |
| March 1997 | Good | N out of 10 | 20 | 80.8 |
| February 1995 | Good | N out of 10 | 20 | 80.4 |
| July 1992 | Good | N out of 10 | 20 | 80.4 |
| February 1991 | Good | N out of 10 | 20 | 80.4 |
© 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/1187084
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187084