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NFA 5139 over OVERFLOW
Map
Coordinates:
+35.19333, -89.76653
35°11'36" N, 89°45'60" W
+35.19333, -89.76653
35°11'36" N, 89°45'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA 5139 over OVERFLOW |
| Structure number: | 790X0070001 |
| Location: | ROCK CR. PKWY - MEMPHIS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1995 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 2 |
| 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: | 200 [as of 2018] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | 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: | 90.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 6 out of 10 | 200 | 90.1 |
| April 2015 | Good | 7 out of 10 | 200 | 90.1 |
| April 2013 | Good | 7 out of 10 | 200 | 90.1 |
| June 2011 | Good | 7 out of 10 | 200 | 90.1 |
| August 2009 | Good | 7 out of 10 | 200 | 90.1 |
| December 2007 | Good | 7 out of 10 | 6250 | 77.0 |
| October 2005 | Good | 7 out of 10 | 4930 | 77.0 |
| December 2003 | Good | 7 out of 10 | 4780 | 77.0 |
| January 2002 | Good | 7 out of 10 | 4400 | 77.0 |
| April 2000 | Good | 7 out of 10 | 4850 | 77.0 |
| May 1998 | Good | 7 out of 10 | 9250 | 77.0 |
| February 1996 | Good | 8 out of 10 | 200 | 90.1 |
© Copyright 2012-19, 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/1512216
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1512216