DE SOTO AVE over BROWNS CANYON WASH
Map
Coordinates:
+34.22373, -118.5883834°13'25" N, 118°35'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DE SOTO AVE over BROWNS CANYON WASH |
Structure number: | 53C1150 |
Location: | 0.3 MI S PARTHENIA ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 80.4 ft. [24.5 m] |
Deck width edge-to-edge: | 100.1 ft. [30.5 m] |
Skew angle: | 56° |
Owner: | County Highway Agency [02] |
Year built: | 1972 |
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 continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,938 [as of 2006] |
Truck traffic: | 3% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 38938 | 93.3 |
March 2015 | Good | Very Good | Very Good | Good | 38938 | 93.3 |
March 2013 | Poor | Poor | Good | Good | 38938 | 90.2 |
May 2011 | Poor | Poor | Good | Good | 38938 | 90.2 |
March 2009 | Poor | Poor | Good | Good | 44000 | 89.7 |
August 2006 | Fair | Fair | Good | Good | 44000 | 91.8 |
February 2004 | Good | Good | Good | Good | 33800 | 94.8 |
December 2000 | Good | Good | Good | Good | 33800 | 94.8 |
October 1998 | Good | Good | Good | Good | 33800 | 94.8 |
December 1996 | Good | Good | Good | Good | 33800 | 94.8 |
May 1996 | Good | Good | Good | Good | 33800 | 94.8 |
March 1994 | Good | Good | Very Good | Very Good | 33800 | 95.5 |
February 1992 | Good | Good | Very Good | Very Good | 33800 | 95.5 |
February 1990 | Good | Good | Very Good | Very Good | 33800 | 95.5 |
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 Closed Web/Box Girder | linear ft. | 38 | 38 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 933 | 933 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 933 | 0 | 0 | 933 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 55 | 54 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 109 | 97 | 12 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 85 | 0 | 0 | 0 | 85 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 73 | 73 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 36 | 0 | 36 | 0 | 0 |