W SILVER EAGLE RD over NATOMAS E MAIN DRN, UPRR
Map
Coordinates:
+38.62956, -121.4714838°37'46" N, 121°28'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W SILVER EAGLE RD over NATOMAS E MAIN DRN, UPRR |
Structure number: | 24C0133 |
Location: | BTWN NORTHGATE & NORWOOD |
Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 134.8 ft. [41.1 m] |
Total length: | 750.0 ft. [228.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,198 [as of 2004] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Good | Good | 11198 | 96.4 |
October 2015 | Good | Good | Good | Very Good | 11198 | 97.4 |
January 2014 | Fair | Fair | Very Good | Satisfactory | 11198 | 96.4 |
March 2012 | Fair | Fair | Very Good | Satisfactory | 11198 | 96.4 |
February 2010 | Fair | Fair | Very Good | Satisfactory | 10198 | 96.5 |
November 2007 | Fair | Fair | Very Good | Satisfactory | 10198 | 96.5 |
July 2006 | Fair | Fair | Very Good | Satisfactory | 10198 | 96.5 |
July 2004 | Fair | Satisfactory | Very Good | Satisfactory | 10198 | 97.6 |
November 2003 | Fair | Satisfactory | Very Good | Satisfactory | 10198 | 97.6 |
April 2002 | Fair | Satisfactory | Very Good | Satisfactory | 10198 | 97.6 |
January 1999 | Fair | Satisfactory | Good | Satisfactory | 1000 | 98.9 |
February 1996 | Good | Good | Good | Good | 1000 | 98.8 |
September 1994 | Good | Good | Good | Good | 1000 | 98.8 |
September 1993 | Good | Good | Good | Good | 1000 | 98.8 |
March 1991 | Good | Good | Good | Good | 1000 | 98.8 |