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COUNTY RD 256 over CANE CR
Map
Coordinates:
+36.91040, -90.74250
36°54'37" N, 90°44'33" W
+36.91040, -90.74250
36°54'37" N, 90°44'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 256 over CANE CR |
| Structure number: | 16266 |
| Location: | S 16 T 26 N R 3 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 53.2 ft. [16.2 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1922 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [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: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 59.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Satisfactory | Satisfactory | 75 | 59.1 |
| January 2015 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| January 2013 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| March 2012 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| June 2010 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| May 2008 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| August 2006 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| January 2004 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| December 2002 | Fair | Good | Good | Satisfactory | 75 | 59.1 |
| November 1999 | Fair | Satisfactory | Good | Satisfactory | 75 | 59.1 |
© 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/1276876
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1276876