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WINDING ROAD over STANISLAUS RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WINDING ROAD over STANISLAUS RIVER |
| Structure number: | 051651000001018 |
| Location: | NO DATA ENTERED |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.5 ft. [15.1 m] |
| Total length: | 53.5 ft. [16.3 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1953 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2013
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Unknown [*] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Sufficiency rating: | 68.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2013 | Fair | Satisfactory | Fair | Satisfactory | 50 | 68.0 |
| September 2011 | Fair | Satisfactory | Fair | Satisfactory | 50 | 68.0 |
| July 2009 | Fair | Satisfactory | Fair | Satisfactory | 50 | 68.0 |
| July 2008 | Fair | Fair | Fair | Satisfactory | 50 | 67.0 |
| June 2005 | Fair | Fair | Fair | Satisfactory | 50 | 62.0 |
| June 2003 | Fair | Fair | Fair | Satisfactory | 50 | 69.0 |
| August 2001 | Fair | Fair | Fair | Good | 50 | 67.0 |
| August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 81.0 |
| October 1997 | Fair | Satisfactory | Satisfactory | Good | 50 | 85.0 |
| July 1995 | Good | Good | Good | Very Good | 50 | 85.0 |
| November 1992 | Good | Good | Good | Very Good | 50 | 85.0 |
© 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/1038982
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1038982