Share: 
FDR 6 over BRUSHY CREEK
Map
Coordinates:
+34.65160, -93.84490
34°39'06" N, 93°50'42" W
+34.65160, -93.84490
34°39'06" N, 93°50'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FDR 6 over BRUSHY CREEK |
| Structure number: | 080908000003133 |
| Location: | .06 MI S OF HWY 270 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 116.1 ft. [35.4 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1925 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1992] |
| Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 47.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $32,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Fair | Satisfactory | Satisfactory | 50 | 47.4 |
| October 2016 | Fair | Satisfactory | Satisfactory | Good | 50 | 48.4 |
| October 2014 | Fair | Satisfactory | Good | Good | 50 | 74.9 |
| August 2012 | Fair | Satisfactory | Fair | Satisfactory | 50 | 62.9 |
| August 2010 | Fair | Good | Satisfactory | Satisfactory | 50 | 73.9 |
| April 2008 | Fair | Very Good | Good | Satisfactory | 50 | 74.9 |
| February 2004 | Fair | Very Good | Good | Satisfactory | 50 | 72.0 |
| February 2002 | Fair | Very Good | Good | Satisfactory | 50 | 71.9 |
© 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/1029968
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1029968