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COUNTY RD 418 over MALONE CR
Map
Coordinates:
+37.23176, -89.93106
37°13'54" N, 89°55'52" W
+37.23176, -89.93106
37°13'54" N, 89°55'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 418 over MALONE CR |
| Structure number: | 16713 |
| Old structure number: | 1300004 009 (from 1992 edition) |
| Location: | S 34 T 30 N R 10 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 33.5 ft. [10.2 m] |
| Total length: | 35.4 ft. [10.8 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1933 |
| Year reconstructed: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 35 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 72.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Good | Satisfactory | Fair | 35 | 72.8 |
| November 2015 | Fair | Good | Satisfactory | Fair | 35 | 72.8 |
| November 2013 | Fair | Good | Very Good | Fair | 35 | 72.8 |
| January 2012 | Good | Excellent | Very Good | Good | 35 | 83.8 |
| February 2010 | Good | Excellent | Very Good | Good | 35 | 83.2 |
| March 2008 | Fair | Satisfactory | Satisfactory | Good | 35 | 43.1 |
| January 2006 | Fair | Satisfactory | Satisfactory | Good | 35 | 43.1 |
| December 2003 | Fair | Satisfactory | Satisfactory | Good | 35 | 43.1 |
| November 2001 | Fair | Satisfactory | Satisfactory | Good | 35 | 43.1 |
| January 2000 | Fair | Satisfactory | Satisfactory | Good | 35 | 43.1 |
| March 1998 | Good | Good | Good | Good | 35 | 43.1 |
| January 1990 | Good | Good | Good | Good | 35 | 43.1 |
© 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/1277290
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1277290