COUNTY RD 1001 over SNAG CR
Map
Coordinates:
+37.67956, -93.8931637°40'46" N, 93°53'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 1001 over SNAG CR |
Structure number: | 20618 |
Location: | S 21 T 23 N R 27 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 49.9 ft. [15.2 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: | Wood or Timber [7] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 17.7 |
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 |
---|
December 2018 | Poor | Satisfactory | Poor | Poor | 20 | 17.7 |
May 2017 | Poor | Good | Poor | Poor | 20 | 17.7 |
December 2016 | Poor | Good | Critical | Poor | 20 | 17.7 |
December 2014 | Poor | Good | Fair | Poor | 20 | 17.7 |
December 2012 | Poor | Good | Fair | Poor | 20 | 21.2 |
December 2010 | Poor | Good | Fair | Poor | 20 | 19.9 |
April 2009 | Poor | Good | Fair | Poor | 20 | 19.9 |
February 2007 | Fair | Good | Fair | Fair | 20 | 35.0 |
February 2005 | Fair | Good | Fair | Fair | 30 | 37.3 |
January 2003 | Fair | Fair | Fair | Fair | 30 | 35.3 |
February 2001 | Fair | Fair | Fair | Fair | 30 | 35.3 |