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Apiary Road over Oak Ranch Creek
Map
Coordinates:
+45.94762, -123.15440
45°56'51" N, 123°09'16" W
+45.94762, -123.15440
45°56'51" N, 123°09'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Apiary Road over Oak Ranch Creek |
| Structure number: | 21342 000 01880 |
| Location: | MP 18.80 Apiary Road |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 39.0 ft. [11.9 m] |
| Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2009 |
| 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 Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2010] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 86.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2017 | Fair | 5 out of 10 | 1000 | 86.0 |
| May 2015 | Fair | 6 out of 10 | 1000 | 99.0 |
| May 2013 | Fair | 6 out of 10 | 1000 | 99.0 |
| July 2011 | Fair | 6 out of 10 | 1000 | 100.0 |
| December 2009 | Good | 8 out of 10 | 1000 | 89.0 |
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. | 40 | 0 | 0 | 40 | 0 |
| Wearing Surfaces | sq. ft. | 1,148 | 980 | 168 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 80 | 80 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 347 | 347 | 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/1453315
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1453315