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STATE ROUTE 162 over MFK FEATHER RI BIDWELL
Map
Coordinates:
+39.54761, -121.43091
39°32'51" N, 121°25'51" W
+39.54761, -121.43091
39°32'51" N, 121°25'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STATE ROUTE 162 over MFK FEATHER RI BIDWELL |
| Structure number: | 12 0188 |
| Location: | 03-BUT-162-26.87 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 1108.0 ft. [337.7 m] |
| Total length: | 1793.1 ft. [546.5 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Vertical clearance above deck: | 28.9 ft. [8.8 m] |
| Owner: | Other State Agencies [21] |
| Year built: | 1965 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Suspension [13] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,500 [as of 2004] |
| 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: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 52.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 1500 | 52.1 |
| August 2015 | Good | Very Good | Good | Good | 1500 | 52.1 |
| August 2013 | Fair | Good | Satisfactory | Good | 1500 | 52.1 |
| August 2011 | Fair | Good | Satisfactory | Good | 1500 | 52.1 |
| August 2009 | Poor | Poor | Satisfactory | Good | 1500 | 49.1 |
| August 2007 | Poor | Serious | Satisfactory | Good | 1500 | 47.1 |
| August 2005 | Fair | Fair | Satisfactory | Good | 1500 | 51.1 |
| July 2004 | Fair | Satisfactory | Satisfactory | Good | 1500 | 52.1 |
| May 2002 | Fair | Satisfactory | Satisfactory | Good | 2530 | 51.1 |
| September 2001 | Fair | Satisfactory | Satisfactory | Good | 2530 | 51.1 |
| September 1998 | Good | Good | Good | Good | 2530 | 11.5 |
| October 1997 | Good | Good | Good | Good | 2530 | 11.5 |
| June 1995 | Fair | Fair | Good | Very Good | 1500 | 62.1 |
| June 1993 | Fair | Fair | Good | Very Good | 1500 | 62.1 |
| September 1991 | Fair | Fair | Good | Very Good | 1500 | 62.1 |
© 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/1040919
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1040919