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HARMON ROAD over S CANAL
Map
Coordinates:
+39.48199, -118.68782
39°28'55" N, 118°41'16" W
+39.48199, -118.68782
39°28'55" N, 118°41'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HARMON ROAD over S CANAL |
| Structure number: | B 548 |
| Location: | EAST OF FALLON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 20.0 ft. [6.1 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2010 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 403 [as of 2014] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 92.4 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Good | 7 out of 10 | 403 | 92.4 |
| January 2015 | Good | 7 out of 10 | 350 | 92.4 |
| January 2013 | Good | 7 out of 10 | 350 | 92.4 |
| January 2011 | Good | 7 out of 10 | 350 | 97.9 |
| March 2010 | Good | 7 out of 10 | 350 | 97.9 |
| January 2009 | Fair | N out of 10 | 330 | 86.9 |
| February 2007 | Fair | N out of 10 | 540 | 85.9 |
| February 2005 | Fair | N out of 10 | 420 | 85.9 |
| February 2003 | Fair | N out of 10 | 420 | 85.9 |
| January 2001 | Fair | N out of 10 | 540 | 85.9 |
| February 2000 | Poor | N out of 10 | 540 | 58.8 |
| February 1999 | Poor | N out of 10 | 540 | 58.8 |
| March 1997 | Fair | N out of 10 | 455 | 85.9 |
| January 1995 | Good | N out of 10 | 260 | 85.9 |
| December 1992 | Good | N out of 10 | 260 | 85.9 |
| December 1990 | Fair | N out of 10 | 250 | 90.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 67 | 67 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 40 | 40 | 0 | 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/1374414
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1374414