K-1 over BR OF LOGAN CR
Map
Coordinates:
+36.66930, -90.7561036°40'09" N, 90°45'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | K-1 over BR OF LOGAN CR |
Structure number: | 18511 |
Old structure number: | 1880003 091 (from 1992 edition) |
Location: | S 4 T 23 N R 3 E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 40 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 53.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $237,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Poor | Good | Satisfactory | Poor | 40 | 53.8 |
January 2015 | Poor | Good | Satisfactory | Poor | 40 | 53.8 |
February 2013 | Poor | Very Good | Satisfactory | Poor | 40 | 53.8 |
March 2011 | Poor | Very Good | Satisfactory | Poor | 40 | 53.8 |
June 2009 | Poor | Excellent | Satisfactory | Poor | 40 | 53.8 |
June 2007 | Poor | Excellent | Satisfactory | Poor | 40 | 53.8 |
January 2005 | Poor | Very Good | Satisfactory | Poor | 40 | 40.1 |
February 2003 | Poor | Very Good | Satisfactory | Poor | 40 | 40.1 |
February 2001 | Poor | Very Good | Satisfactory | Poor | 40 | 40.1 |
March 1999 | Poor | Very Good | Satisfactory | Poor | 40 | 40.1 |
February 1991 | Fair | Fair | Good | Satisfactory | 75 | 65.9 |