UPRR, E84-MAIN OFF over STATE ROUTE 84
Map
Coordinates:
+37.59331, -121.8892437°35'36" N, 121°53'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UPRR, E84-MAIN OFF over STATE ROUTE 84 |
Structure number: | 33 0042 |
Location: | 04-ALA-084-16.93 |
Purpose: | Carries highway and railroad over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 57° |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,500 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $781,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Good | Fair | 13500 | 71.2 |
August 2015 | Fair | Good | Satisfactory | Good | 13500 | 78.5 |
October 2013 | Fair | Satisfactory | Satisfactory | Good | 13500 | 78.5 |
October 2011 | Fair | Good | Satisfactory | Good | 13500 | 78.5 |
October 2009 | Fair | Good | Satisfactory | Good | 8900 | 78.5 |
November 2007 | Fair | Good | Satisfactory | Good | 8900 | 75.0 |
November 2005 | Fair | Good | Satisfactory | Good | 8900 | 75.0 |
September 2003 | Fair | Good | Satisfactory | Good | 8900 | 75.0 |
September 2001 | Poor | Serious | Fair | Good | 10500 | 60.0 |
October 2000 | Fair | Satisfactory | Fair | Good | 10500 | 68.0 |
August 1999 | Fair | Satisfactory | Fair | Good | 10500 | 68.0 |
October 1998 | Fair | Good | Fair | Good | 10500 | 65.0 |
October 1995 | Fair | Fair | Good | Good | 770 | 74.9 |
July 1994 | Fair | Fair | Good | Good | 770 | 75.9 |
June 1992 | Fair | Fair | Good | Good | - | 76.9 |