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WESTERN AVENUE over 212TH STREET DRAIN
Map
Coordinates:
+33.83719, -118.30883
33°50'14" N, 118°18'32" W
+33.83719, -118.30883
33°50'14" N, 118°18'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WESTERN AVENUE over 212TH STREET DRAIN |
| Structure number: | 53C1382 |
| Location: | 212TH STREET |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 16.1 ft. [4.9 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Skew angle: | 35° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,320 [as of 2008] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 78.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2016 | Fair | 6 out of 10 | 39320 | 78.5 |
| April 2012 | Good | 8 out of 10 | 39320 | 78.5 |
| May 2010 | Good | 8 out of 10 | 31100 | 79.5 |
| April 2008 | Good | 8 out of 10 | 31100 | 93.0 |
| September 2004 | Good | 8 out of 10 | 31100 | 93.0 |
| December 2000 | Good | 8 out of 10 | 31100 | 94.1 |
| December 1998 | Good | 8 out of 10 | 31100 | 94.1 |
| May 1995 | Good | 8 out of 10 | 31100 | 94.1 |
| February 1993 | Good | 8 out of 10 | 31100 | 79.2 |
| February 1991 | Good | 8 out of 10 | 31100 | 79.2 |
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. | 31 | 12 | 19 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 212 | 147 | 65 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 11 | 0 | 0 | 11 | 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/1057135
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1057135