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COUNTY RD 536 over ELK CR
Map
Coordinates:
+39.72125, -93.09633
39°43'16" N, 93°05'47" W
+39.72125, -93.09633
39°43'16" N, 93°05'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 536 over ELK CR |
| Structure number: | 28850 |
| Old structure number: | 5360002 058 (from 1992 edition) |
| Location: | S 25 T 57 N R 20 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 31.5 ft. [9.6 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.8 ft. [3.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1920 |
| Year reconstructed: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 condition. [5] |
| Sufficiency rating: | 19.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $239,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Poor | Satisfactory | Fair | Poor | 5 | 19.4 |
| November 2016 | Poor | Satisfactory | Satisfactory | Poor | 5 | 19.4 |
| January 2015 | Poor | Satisfactory | Satisfactory | Poor | 5 | 19.4 |
| January 2013 | Fair | Good | Good | Satisfactory | 5 | 40.1 |
| January 2011 | Fair | Good | Good | Satisfactory | 5 | 38.0 |
| March 2009 | Fair | Good | Good | Satisfactory | 5 | 38.0 |
| March 2007 | Good | Good | Good | Good | 5 | 38.0 |
| January 2005 | Fair | Very Good | Good | Satisfactory | 5 | 38.2 |
| February 2003 | Poor | Satisfactory | Critical | Fair | 5 | 20.0 |
| June 2001 | Fair | Excellent | Satisfactory | Satisfactory | 5 | 29.3 |
| March 1999 | Poor | Good | Poor | Satisfactory | 5 | 20.0 |
| September 1997 | Fair | Excellent | Satisfactory | Satisfactory | 5 | 29.3 |
© 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/1286211
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1286211