STATE ROUTE 9 over RINCON GULCH
Map
Coordinates:
+37.00682, -122.0438437°00'25" N, 122°02'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 9 over RINCON GULCH |
Structure number: | 36 0037 |
Location: | 05-SCR-009-1.97 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 161.1 ft. [49.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Skew angle: | 32° |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
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: | 3 |
Main spans material: | Concrete [1] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,600 [as of 2016] |
Truck traffic: | 1% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 64.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 5600 | 64.5 |
May 2016 | Good | Good | Very Good | Good | 5600 | 64.5 |
May 2012 | Good | Good | Good | Good | 5600 | 72.5 |
May 2010 | Good | Good | Good | Good | 5750 | 72.4 |
June 2006 | Good | Good | Good | Good | 5750 | 72.4 |
June 2004 | Good | Good | Good | Good | 5750 | 72.4 |
June 2002 | Good | Good | Good | Good | 5840 | 72.3 |
June 2000 | Good | Good | Good | Good | 5840 | 72.3 |
March 2000 | Good | Good | Good | Good | 5840 | 72.3 |
July 1998 | Good | Good | Good | Good | 5840 | 72.3 |
June 1996 | Good | Good | Good | Good | 7600 | 72.8 |
June 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 7600 | 72.9 |
July 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 8500 | 69.2 |