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Number Three Road over New River
Map
Coordinates:
+29.87997, -84.73784
29°52'48" N, 84°44'16" W
+29.87997, -84.73784
29°52'48" N, 84°44'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Number Three Road over New River |
| Structure number: | 490826 |
| Location: | 0.02 Miles N of Mill Road |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.7 ft. [6.3 m] |
| Total length: | 210.3 ft. [64.1 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 11.2 ft. [3.4 m] |
| Owner: | State Park, Forest, or Reservation Agency [11] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 11 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2017] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 42.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Poor | Fair | Poor | Satisfactory | 25 | 42.9 |
| October 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 70.9 |
| October 2014 | Fair | Satisfactory | Satisfactory | Good | 25 | 70.9 |
| October 2012 | Fair | Satisfactory | Satisfactory | Good | 25 | 70.9 |
| November 2010 | Fair | Satisfactory | Satisfactory | Good | 25 | 70.9 |
| December 2008 | Fair | Satisfactory | Satisfactory | Very Good | 25 | 71.0 |
| January 2007 | Fair | Good | Satisfactory | Very Good | 25 | 71.0 |
| February 2005 | Fair | Good | Satisfactory | Very Good | 25 | 71.0 |
| February 2003 | Fair | Good | Satisfactory | Very Good | 25 | 71.0 |
| March 2001 | Good | Very Good | Very Good | Very Good | 25 | 72.0 |
© 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/1082734
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082734