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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201593.3Not deficientVery GoodVery GoodGood38938
March 201390.2Structurally deficientPoorGoodGood38938
May 201190.2Structurally deficientPoorGoodGood38938
March 200989.7Structurally deficientPoorGoodGood44000
August 200691.8Not deficientFairGoodGood44000
February 200494.8Not deficientGoodGoodGood33800
December 200094.8Not deficientGoodGoodGood33800
October 199894.8Not deficientGoodGoodGood33800
December 199694.8Not deficientGoodGoodGood33800
May 199694.8Not deficientGoodGoodGood33800
March 199495.5Not deficientGoodVery GoodVery Good33800
February 199295.5Not deficientGoodVery GoodVery Good33800
February 199095.5Not deficientGoodVery GoodVery Good33800