Share: 
NFA E489 over MANSKER CREEK
Map
Coordinates:
+36.33805, -86.71693
36°20'17" N, 86°43'01" W
+36.33805, -86.71693
36°20'17" N, 86°43'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA E489 over MANSKER CREEK |
| Structure number: | 190E2240001 |
| Location: | IN GOODLETTSVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 89.9 ft. [27.4 m] |
| Roadway width between curbs: | 19.4 ft. [5.9 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1841 |
| Year reconstructed: | 1986 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 30 [as of 2018] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | - | Good | Satisfactory | 30 | 90.5 |
| August 2015 | Fair | - | Good | Satisfactory | 30 | 90.5 |
| August 2013 | Fair | Satisfactory | Good | Satisfactory | 30 | 90.5 |
| August 2011 | Good | Good | Good | Good | 30 | 90.5 |
| August 2009 | Good | Good | Good | Good | 30 | 90.5 |
| August 2007 | Good | Good | Good | Good | 30 | 87.5 |
| September 2005 | Good | Good | Good | Good | 30 | 87.5 |
| September 2003 | Good | Good | Good | Good | 30 | 87.5 |
| July 2001 | Good | Good | Good | Good | 30 | 87.5 |
| September 1999 | Good | Good | Good | Good | 30 | 85.5 |
| October 1997 | Good | Good | Good | Good | 30 | 87.5 |
| May 1995 | Good | Good | Good | Good | 80 | 83.5 |
| April 1993 | Good | Good | Good | Good | 80 | 83.5 |
| June 1991 | Good | Good | Good | Good | 80 | 83.5 |
© 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/1499071
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1499071