STATE ROUTE 9 NB over HILLSIDE
Map
Coordinates:
+37.00735, -122.0447937°00'26" N, 122°02'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 9 NB over HILLSIDE |
Structure number: | 36 0038 |
Location: | 05-SCR-009-2.11 |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 162.1 ft. [49.4 m] |
Roadway width between curbs: | 16.7 ft. [5.1 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1922 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 8 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,600 [as of 2009] |
Truck traffic: | 1% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 56.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Good | Good | 5600 | 56.9 |
May 2016 | Good | Good | Good | Good | 5600 | 58.0 |
May 2014 | Fair | Fair | Satisfactory | Good | 5600 | 61.1 |
May 2012 | Fair | Fair | Good | Good | 5600 | 61.1 |
May 2010 | Good | Good | Good | Good | 10700 | 57.2 |
June 2008 | Good | Good | Good | Good | 10700 | 62.0 |
June 2006 | Good | Good | Good | Good | 10700 | 62.0 |
June 2004 | Good | Good | Good | Good | 10700 | 62.0 |
June 2002 | Good | Good | Good | Good | 6010 | 66.3 |
June 2000 | Fair | Fair | Fair | Satisfactory | 6010 | 52.8 |
July 1998 | Poor | Poor | Fair | Satisfactory | 6010 | 50.5 |
June 1996 | Fair | Good | Fair | Satisfactory | 7600 | 52.2 |
June 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 7600 | 64.6 |
July 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 8500 | 60.8 |