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COUNTY ROUTE 40 over MILLIGAN CREEK
Map
Coordinates:
+37.83255, -80.50468
37°49'57" N, 80°30'17" W
+37.83255, -80.50468
37°49'57" N, 80°30'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROUTE 40 over MILLIGAN CREEK |
| Structure number: | 00000000013A237 |
| Location: | 0.90 Miles S. of CR 60/11 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 53.5 ft. [16.3 m] |
| Total length: | 58.7 ft. [17.9 m] |
| Roadway width between curbs: | 8.9 ft. [2.7 m] |
| Deck width edge-to-edge: | 10.2 ft. [3.1 m] |
| Vertical clearance above deck: | 10.5 ft. [3.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1884 |
| Year reconstructed: | 2000 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 155 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 71.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $514,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Good | Good | Good | 155 | 71.9 |
| July 2016 | Good | Good | Good | Good | 163 | 71.9 |
| July 2014 | Good | Good | Good | Good | 150 | 71.9 |
| July 2012 | Good | Very Good | Very Good | Very Good | 150 | 71.9 |
| July 2010 | Good | Good | Good | Very Good | 8250 | 71.9 |
| July 2008 | Good | Very Good | Very Good | Very Good | 150 | 71.9 |
| January 2008 | Good | Very Good | Very Good | Very Good | 150 | 71.9 |
| January 2007 | Good | Very Good | Very Good | Very Good | 150 | 71.9 |
| August 2005 | Good | Very Good | Very Good | Very Good | 150 | 71.9 |
| August 2003 | Good | Very Good | Very Good | Very Good | 250 | 71.8 |
| August 2001 | Good | Very Good | Very Good | Very Good | 250 | 71.8 |
© 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/1612609
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612609