SHEFFIELD ROAD over OLD RAILROAD BED
Map
Coordinates:
+46.57678, -119.1080746°34'36" N, 119°06'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHEFFIELD ROAD over OLD RAILROAD BED |
Structure number: | 084111000000000 |
Location: | 0.69 E GLADE N 901 |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 32° |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 449 [as of 2018] |
Truck traffic: | 5% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $4,894,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 449 | 95.2 |
December 2016 | Good | Good | Good | Good | 449 | 95.2 |
December 2014 | Good | Good | Good | Good | 449 | 95.0 |
December 2012 | Good | Good | Good | Good | 407 | 95.1 |
January 2011 | Good | Good | Good | Good | 407 | 95.1 |
May 2010 | Good | Good | Good | Good | 407 | 95.1 |
January 2009 | Good | Good | Good | Good | 407 | 95.1 |
February 2008 | Good | Good | Good | Good | 407 | 95.1 |
May 2006 | Good | Good | Good | Good | 418 | 95.1 |
January 2006 | Good | Good | Good | Good | 418 | 96.1 |
February 2003 | Good | Good | Good | Good | 107 | 97.2 |
July 2001 | Good | Good | Good | Good | 107 | 97.2 |
March 2000 | Good | Good | Good | Good | 107 | 97.2 |
September 1998 | Good | Good | Good | Good | 107 | 97.2 |
October 1996 | Good | Very Good | Good | Good | 107 | 97.2 |
June 1994 | Good | Very Good | Good | Good | 300 | 75.4 |
March 1994 | Good | Very Good | Very Good | Very Good | 300 | 93.1 |
February 1992 | Good | Very Good | Very Good | Very Good | 300 | 93.1 |