Share:

DE SOTO AVE over BROWNS CANYON WASH

Map 

Coordinates:
+34.22500, -118.58833
34°13'30" N, 118°35'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: March 2015 

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:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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]
Operating rating:102.3 tons [93.0 metric tons]
Inventory rating:61.7 tons [56.1 metric tons]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201593.3GoodVery GoodVery GoodGood-38938
March 201390.2PoorPoorGoodGoodSD38938
May 201190.2PoorPoorGoodGoodSD38938
March 200989.7PoorPoorGoodGoodSD44000
August 200691.8FairFairGoodGood-44000
February 200494.8GoodGoodGoodGood-33800
December 200094.8GoodGoodGoodGood-33800
October 199894.8GoodGoodGoodGood-33800
December 199694.8GoodGoodGoodGood-33800
May 199694.8GoodGoodGoodGood-33800
March 199495.5GoodGoodVery GoodVery Good-33800
February 199295.5GoodGoodVery GoodVery Good-33800
February 199095.5GoodGoodVery GoodVery Good-33800