STATE ROUTE 2 over FERN CANYON
Map
Coordinates:
+34.25214, -118.1973634°15'08" N, 118°11'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 2 over FERN CANYON |
Structure number: | 53 0086 |
Location: | 07-LA-002-29.55 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 230.0 ft. [70.1 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
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 desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 80.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 3700 | 80.5 |
January 2016 | Good | Very Good | Very Good | Very Good | 3700 | 80.5 |
January 2014 | Good | Good | Good | Good | 3700 | 80.5 |
January 2012 | Good | Good | Good | Good | 3700 | 80.5 |
January 2010 | Fair | Satisfactory | Good | Good | 3700 | 80.3 |
May 2008 | Fair | Satisfactory | Good | Good | 3700 | 80.3 |
September 2006 | Fair | Satisfactory | Good | Good | 3700 | 80.3 |
January 2005 | Fair | Satisfactory | Good | Good | 3400 | 80.4 |
July 2004 | Fair | Satisfactory | Good | Good | 3400 | 80.4 |
September 2002 | Fair | Satisfactory | Good | Good | 3400 | 80.4 |
November 2000 | Good | Good | Good | Good | 4460 | 79.9 |
December 1999 | Good | Good | Good | Good | 4460 | 79.9 |
July 1998 | Good | Good | Good | Good | 4460 | 79.9 |
August 1996 | Good | Good | Good | Very Good | 4500 | 79.7 |
September 1994 | Good | Good | Good | Very Good | 4500 | 79.7 |
June 1992 | Good | Good | Good | Very Good | 3500 | 80.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 195 | 195 | 0 | 0 | 0 |
Reinforced Concrete Arch | linear ft. | 37 | 37 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 34 | 34 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 23 | 23 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 140 | 140 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 730 | 730 | 0 | 0 | 0 |