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COUNTY RD 2124 over CEDAR CR
Map
Coordinates:
+37.59257, -93.95889
37°35'33" N, 93°57'32" W
+37.59257, -93.95889
37°35'33" N, 93°57'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 2124 over CEDAR CR |
| Structure number: | 23958 |
| Old structure number: | 4460031 020 (from 1992 edition) |
| Location: | S 24 T 33 N R 28 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 62.0 ft. [18.9 m] |
| Roadway width between curbs: | 11.5 ft. [3.5 m] |
| Deck width edge-to-edge: | 11.5 ft. [3.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 20.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $282,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Poor | Satisfactory | Serious | Poor | 5 | 20.0 |
| December 2016 | Poor | Satisfactory | Critical | Poor | 5 | 20.0 |
| December 2014 | Poor | Satisfactory | Poor | Poor | 5 | 20.0 |
| December 2012 | Poor | Satisfactory | Poor | Poor | 5 | 20.0 |
| December 2010 | Fair | Satisfactory | Fair | Fair | 5 | 17.9 |
| April 2009 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| February 2007 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| February 2005 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| January 2003 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| February 2001 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| February 1999 | Fair | Satisfactory | Fair | Fair | 5 | 21.0 |
| November 1991 | Poor | Satisfactory | Poor | Satisfactory | 100 | 16.7 |
© 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/1283713
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1283713