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Little Crk.Rd./601 over Br. of Little Walker Cr
Map
Coordinates:
+37.09255, -80.91194
37°05'33" N, 80°54'43" W
+37.09255, -80.91194
37°05'33" N, 80°54'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Little Crk.Rd./601 over Br. of Little Walker Cr |
| Structure number: | 000000000014534 |
| Location: | 1.85-Rt738; 0.55-BlandCo |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 153 [as of 2014] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $557,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2018 | Fair | 5 out of 10 | 153 | 85.4 |
| July 2017 | Fair | 5 out of 10 | 153 | 85.4 |
| July 2016 | Fair | 5 out of 10 | 153 | 85.4 |
| July 2015 | Fair | 5 out of 10 | 153 | 85.4 |
| July 2014 | Fair | 5 out of 10 | 137 | 85.4 |
| July 2013 | Fair | 5 out of 10 | 137 | 85.4 |
| July 2011 | Fair | 5 out of 10 | 137 | 85.4 |
| July 2009 | Fair | 5 out of 10 | 137 | 85.4 |
| August 2007 | Fair | 5 out of 10 | 137 | 88.4 |
| July 2005 | Fair | 5 out of 10 | 155 | 88.4 |
| July 2003 | Fair | 5 out of 10 | 155 | 82.3 |
| July 2001 | Fair | 5 out of 10 | 155 | 89.0 |
| August 1999 | Fair | 5 out of 10 | 210 | 89.0 |
| July 1997 | Fair | 5 out of 10 | 210 | 89.0 |
© 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/1578804
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1578804