LOWER HOGEYE RD over WHISKEY CREEK
Map
Coordinates:
+46.27422, -118.1211746°16'27" N, 118°07'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOWER HOGEYE RD over WHISKEY CREEK |
Structure number: | 081355000000000 |
Location: | 00.12S SR 12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Skew angle: | 42° |
Owner: | County Highway Agency [02] |
Year built: | 1916 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Other [00] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2015] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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 corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $33,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | - | Fair | Fair | 170 | 66.9 |
September 2015 | Fair | - | - | - | 170 | 45.8 |
September 2013 | Fair | - | - | - | 170 | 45.8 |
September 2011 | Fair | - | - | - | 218 | 45.8 |
September 2009 | Fair | - | - | - | 218 | 45.8 |
September 2007 | Poor | Fair | Very Good | Serious | 218 | 19.8 |
October 2005 | Poor | Fair | Very Good | Serious | 218 | 19.8 |
October 2003 | Poor | Fair | Very Good | Serious | 177 | 20.1 |
October 2001 | Fair | Fair | Very Good | Satisfactory | 177 | 61.3 |
December 1999 | Fair | Fair | Very Good | Satisfactory | 177 | 61.3 |
November 1997 | Fair | Fair | Very Good | Satisfactory | 177 | 61.3 |
May 1995 | Fair | Fair | Very Good | Satisfactory | 493 | 61.1 |
September 1993 | Fair | Fair | Very Good | Satisfactory | 493 | 61.1 |
October 1991 | Fair | Fair | Very Good | Satisfactory | 246 | 76.9 |