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FOOTHILL BLVD over HAINES CANYON CHANNEL
Map
Coordinates:
+34.24778, -118.28389
34°14'52" N, 118°17'02" W
+34.24778, -118.28389
34°14'52" N, 118°17'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FOOTHILL BLVD over HAINES CANYON CHANNEL |
| Structure number: | 53C2037 |
| Location: | 0.5 mi W/O Tujunga Cyn Bl |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 41.3 ft. [12.6 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Skew angle: | 70° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1935 |
| 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: | Not applicable [N] |
Latest Available Inspection: January 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27,443 [as of 2006] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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] |
| Operating rating: | 29.9 tons [27.2 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Sufficiency rating: | 54.1 |
Previous Inspections
| Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
|---|---|---|---|---|---|
| January 2016 | 54.1 | Good | 7 out of 10 | - | 27443 |
| January 2014 | 54.1 | Good | 7 out of 10 | - | 27443 |
| January 2012 | 78.9 | Good | 7 out of 10 | - | 27443 |
| January 2010 | 94.4 | Good | 8 out of 10 | - | 27443 |
| December 2008 | 94.4 | Good | 8 out of 10 | - | 27443 |
| September 2004 | 94.4 | Good | 8 out of 10 | - | 27443 |
| May 2001 | 94.7 | Good | 8 out of 10 | - | 24845 |
| September 2000 | 98.9 | Good | 8 out of 10 | - | 22863 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
| Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 71 | 68 | 3 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 259 | 249 | 10 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 27 | 25 | 2 | 0 | 0 |
© Copyright 2012-18, 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/1057667
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1057667