SB US HIGHWAY 101 over COYOTE CREEK
Map
Coordinates:
+37.23889, -121.7641737°14'20" N, 121°45'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SB US HIGHWAY 101 over COYOTE CREEK |
Structure number: | 37 0346L |
Location: | 04-SCL-101-R26.47-SJS |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 176.2 ft. [53.7 m] |
Total length: | 474.1 ft. [144.5 m] |
Roadway width between curbs: | 92.2 ft. [28.1 m] |
Deck width edge-to-edge: | 95.1 ft. [29.0 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
Year reconstructed: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50,000 [as of 2009] |
Truck traffic: | 9% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 59.5 tons [54.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2017 | 79.0 | Fair | Fair | Good | Good | - | 50000 |
February 2015 | 80.0 | Fair | Satisfactory | Good | Satisfactory | - | 50000 |
February 2013 | 80.0 | Fair | Satisfactory | Good | Satisfactory | - | 50000 |
March 2011 | 80.0 | Fair | Satisfactory | Good | Satisfactory | - | 50500 |
March 2009 | 80.0 | Fair | Satisfactory | Good | Satisfactory | - | 50500 |
February 2007 | 80.0 | Fair | Satisfactory | Good | Satisfactory | - | 50500 |
March 2005 | 78.0 | Poor | Serious | Very Good | Good | SD | 50500 |
March 2003 | 78.0 | Poor | Serious | Very Good | Good | SD | 43650 |
March 2001 | 82.0 | Fair | Fair | Very Good | Good | - | 43650 |
August 1999 | 82.0 | Fair | Fair | Very Good | Good | - | 43650 |
March 1997 | 82.0 | Fair | Fair | Very Good | Good | - | 43650 |
January 1995 | 83.0 | Good | Good | Good | Good | - | 70000 |
March 1993 | 95.5 | Good | Good | Good | Good | - | 32900 |
December 1989 | 95.5 | Good | Very Good | Very Good | Very Good | - | 32900 |