Share: 
STAFFORD ST over CORDILLERAS CREEK
Map
Coordinates:
+37.49432, -122.24414
37°29'40" N, 122°14'39" W
+37.49432, -122.24414
37°29'40" N, 122°14'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STAFFORD ST over CORDILLERAS CREEK |
| Structure number: | 35C0050 |
| Location: | NORTH OF 'F' ST |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Skew angle: | 38° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1903 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,000 [as of 1978] |
| Truck traffic: | 15% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 49.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | - | Fair | Good | 5000 | 49.2 |
| May 2016 | Good | - | Good | Very Good | 5000 | 55.9 |
| May 2014 | Good | - | - | - | 5000 | 56.9 |
| April 2012 | Good | - | - | - | 5000 | 57.1 |
| April 2010 | Good | - | - | - | 5000 | 57.1 |
| April 2008 | Good | - | - | - | 5000 | 57.1 |
| April 2006 | Good | - | - | - | 5000 | 57.1 |
| April 2004 | - | - | - | - | 5000 | 57.1 |
| April 2002 | - | - | - | - | 5000 | 57.1 |
| April 2000 | Good | Good | - | - | 5000 | 57.1 |
| August 1995 | - | - | - | - | 5000 | 57.1 |
| September 1993 | Fair | - | - | - | 5000 | 57.1 |
| December 1991 | Fair | - | - | - | 5000 | 57.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 9 | 0 | 9 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 21 | 10 | 11 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1047401
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1047401