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K-1 over BR OF LOGAN CR
Map
Coordinates:
+36.66930, -90.75610
36°40'09" N, 90°45'22" W
+36.66930, -90.75610
36°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 |
© Copyright 2012-19, 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/1278891
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1278891