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NFSR 340 over FIRES CREEK
Map
Coordinates:
+35.10798, -83.82059
35°06'29" N, 83°49'14" W
+35.10798, -83.82059
35°06'29" N, 83°49'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFSR 340 over FIRES CREEK |
| Structure number: | 081109000003145 |
| Location: | 4.4 MI. NE. JCT. SR 1344 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 54.1 ft. [16.5 m] |
| Total length: | 83.0 ft. [25.3 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Skew angle: | 20° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1952 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Other [9] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 20 [as of 1980] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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 desirable criteria [8] |
| 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: | 50.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Satisfactory | Good | Satisfactory | 20 | 50.0 |
| April 2016 | Fair | Satisfactory | Good | Satisfactory | 20 | 46.2 |
| April 2014 | Fair | Satisfactory | Good | Satisfactory | 20 | 46.2 |
| March 2012 | Fair | Satisfactory | Good | Satisfactory | 20 | 72.9 |
| June 2010 | Fair | Satisfactory | Good | Satisfactory | 20 | 72.9 |
| November 2007 | Good | Good | Good | Good | 20 | 72.9 |
| November 2005 | Good | Good | Good | Good | 20 | 72.9 |
| November 2003 | Good | Very Good | Good | Good | 20 | 74.8 |
| November 2001 | Good | Very Good | Good | Good | 20 | 74.8 |
© 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/1339529
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1339529