HORSHOE ST CR 87A over CREEK S14
Map
Coordinates:
+38.51127, -122.0080138°30'41" N, 122°00'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HORSHOE ST CR 87A over CREEK S14 |
Structure number: | 22C0106 |
Location: | 0.01 MI S OF S.H. 128 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Skew angle: | 39° |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
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: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 1978] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Fair | 6 out of 10 | 50 | 74.8 |
October 2015 | Good | 7 out of 10 | 50 | 74.8 |
October 2013 | Good | 7 out of 10 | 50 | 88.5 |
October 2011 | Good | 7 out of 10 | 50 | 88.5 |
February 2010 | Good | 7 out of 10 | 50 | 88.5 |
November 2007 | Good | 7 out of 10 | 50 | 88.5 |
January 2006 | Fair | 6 out of 10 | 50 | 80.6 |
October 2004 | Good | N out of 10 | 50 | 80.6 |
December 2002 | Good | N out of 10 | 50 | 80.6 |
November 2000 | Good | N out of 10 | 50 | 80.6 |
November 1998 | Fair | N out of 10 | 50 | 80.6 |
July 1996 | Fair | N out of 10 | 50 | 80.6 |
March 1994 | Fair | N out of 10 | 50 | 70.4 |
March 1992 | Fair | N out of 10 | 50 | 72.6 |