STATE ROUTE 162 over MFK FEATHER RI BIDWELL
Map
Coordinates:
+39.55000, -121.4283339°32'60" N, 121°25'42" 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 2015
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: | Very Good [8 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] |
Operating rating: | 36.7 tons [33.4 metric tons] |
Inventory rating: | 25.3 tons [23.0 metric tons] |
Sufficiency rating: | 52.1 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 52.1 | Good | Very Good | Good | Good | - | 1500 |
August 2013 | 52.1 | Fair | Good | Satisfactory | Good | - | 1500 |
August 2011 | 52.1 | Fair | Good | Satisfactory | Good | - | 1500 |
August 2009 | 49.1 | Poor | Poor | Satisfactory | Good | SD | 1500 |
August 2007 | 47.1 | Poor | Serious | Satisfactory | Good | SD | 1500 |
August 2005 | 51.1 | Fair | Fair | Satisfactory | Good | - | 1500 |
July 2004 | 52.1 | Fair | Satisfactory | Satisfactory | Good | - | 1500 |
May 2002 | 51.1 | Fair | Satisfactory | Satisfactory | Good | - | 2530 |
September 2001 | 51.1 | Fair | Satisfactory | Satisfactory | Good | - | 2530 |
September 1998 | 11.5 | Good | Good | Good | Good | FO | 2530 |
October 1997 | 11.5 | Good | Good | Good | Good | FO | 2530 |
June 1995 | 62.1 | Fair | Fair | Good | Very Good | - | 1500 |
June 1993 | 62.1 | Fair | Fair | Good | Very Good | - | 1500 |
September 1991 | 62.1 | Fair | Fair | Good | Very Good | - | 1500 |