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Poplar St./Rte710 over Mill Creek
Map
Coordinates:
+37.31951, -80.79623
37°19'10" N, 80°47'46" W
+37.31951, -80.79623
37°19'10" N, 80°47'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Poplar St./Rte710 over Mill Creek |
| Structure number: | 000000000008484 |
| Location: | 0.00-Rte652; 0.50-Narrows |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 22.6 ft. [6.9 m] |
| Total length: | 24.6 ft. [7.5 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1932 |
| Year reconstructed: | 2010 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 243 [as of 2014] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 96.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Fair | Very Good | Very Good | Satisfactory | 243 | 96.0 |
| February 2015 | Fair | Very Good | Very Good | Satisfactory | 300 | 92.0 |
| February 2013 | Fair | Very Good | Very Good | Satisfactory | 300 | 92.0 |
| February 2011 | Fair | Excellent | Excellent | Satisfactory | 300 | 91.0 |
| January 2010 | Poor | Fair | Poor | Fair | 300 | 35.1 |
| December 2008 | Poor | Fair | Poor | Fair | 300 | 35.1 |
| December 2007 | Poor | Fair | Poor | Fair | 300 | 35.1 |
| December 2006 | Poor | Fair | Poor | Fair | 275 | 35.1 |
| December 2005 | Poor | Fair | Poor | Fair | 275 | 35.1 |
| December 2004 | Poor | Fair | Poor | Fair | 275 | 35.1 |
| December 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 275 | 74.9 |
| January 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 301 | 74.9 |
| January 1999 | Good | Very Good | Good | Good | 301 | 74.9 |
| December 1996 | Good | Very Good | Good | Very Good | 301 | 74.9 |
| December 1995 | Good | Very Good | Very Good | Very Good | 301 | 74.9 |
| February 1994 | Good | Very Good | Very Good | Very Good | 171 | 74.9 |
| December 1991 | Good | Very Good | Very Good | Very Good | 171 | 68.9 |
| December 1990 | Good | Very Good | Very Good | Very Good | 171 | 68.9 |
© 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/1575809
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1575809