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DEVONSHIRE ST over BULL CANYON CREEK

Map 

Coordinates:
+34.25750, -118.49000
34°15'27" N, 118°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEVONSHIRE ST over BULL CANYON CREEK
Structure number:53C1822
Location:0.2 MI W WOODLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:87.0 tons [79.1 metric tons]
Inventory rating:52.4 tons [47.6 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201494.2FairSatisfactorySatisfactoryGood-30000
October 201293.2FairFairGoodGood-30000
March 201193.2FairFairGoodGood-30000
October 200893.2FairFairGoodGood-30000
February 200791.1PoorPoorSatisfactoryGoodSD30000
January 200593.2FairFairGoodGood-30000
April 200194.9GoodGoodGoodGood-22600
March 199994.9GoodGoodGoodGood-22600
February 199794.9GoodGoodGoodGood-22600
September 199595.3GoodGoodGoodGood-22600
August 199395.3GoodGoodGoodGood-22600
August 199195.3GoodGoodGoodGood-22600