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ROSCOE BLVD over BROWNS CANYON WASH

Map 

Coordinates:
+34.22028, -118.57056
34°13'13" N, 118°34'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSCOE BLVD over BROWNS CANYON WASH
Structure number:53C1300
Location:0.1 MI E DE SOTO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:100.7 ft. [30.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:32,500 [as of 2006]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:86.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201586.1Not deficient---32500
October 201386.1Not deficient---32500
October 201193.9Not deficient---32500
September 200993.9Not deficient---32500
October 200775.1Functionally obsolete---32500
June 200493.9Not deficient---32500
December 200094.1Not deficient---30300
October 199894.1Not deficient---30300
December 199694.1Not deficient---30300
May 199694.1Not deficientGoodGood-30300
March 199494.7Not deficient---30300
February 199294.7Not deficient---30300
February 199094.7Not deficient---30300