STATE ROUTE 254 over BRIDGE CREEK
Map
Coordinates:
+40.28261, -123.8571240°16'57" N, 123°51'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 254 over BRIDGE CREEK |
Structure number: | 04 0009 |
Location: | 01-HUM-254-10.80 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
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: | 6 |
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: August 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 565 [as of 2009] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 76.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $769,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2016 | Good | Good | Good | Good | 565 | 76.2 |
September 2014 | Good | Very Good | Very Good | Very Good | 565 | 76.2 |
August 2012 | Fair | Good | Satisfactory | Good | 565 | 76.2 |
September 2010 | Fair | Satisfactory | Satisfactory | Good | 710 | 79.9 |
September 2008 | Fair | Satisfactory | Satisfactory | Good | 710 | 79.9 |
July 2006 | Fair | Satisfactory | Satisfactory | Good | 710 | 79.9 |
August 2004 | Poor | Satisfactory | Poor | Good | 710 | 49.8 |
December 2003 | Poor | Satisfactory | Poor | Good | 710 | 49.8 |
August 2002 | Poor | Satisfactory | Poor | Good | 710 | 49.8 |
August 2000 | Poor | Satisfactory | Poor | Good | 710 | 50.8 |
June 1999 | Good | Good | Good | Good | 710 | 80.9 |
July 1998 | Good | Good | Good | Good | 710 | 80.9 |
May 1996 | Fair | Satisfactory | Good | Satisfactory | 1100 | 69.2 |
May 1994 | Fair | Satisfactory | Good | Satisfactory | 1100 | 69.2 |
March 1992 | Fair | Satisfactory | Good | Satisfactory | 1200 | 68.4 |