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OWENSMOUTH AVE over SANTA SUSANA CREEK

Map 

Coordinates:
+34.23333, -118.60139
34°13'60" N, 118°36'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OWENSMOUTH AVE over SANTA SUSANA CREEK
Structure number:53C1268
Location:0.1 MI S NORDOFF ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.5 ft. [10.5 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:10,800 [as of 2009]
Truck traffic:1% 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:Better than present minimum criteria [7]
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:86.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201586.8Not deficient---10800
November 201386.8Not deficient---10800
November 201176.0Functionally obsolete---10800
February 201076.0Functionally obsolete---10800
April 200976.0Functionally obsolete---10800
September 200677.0Functionally obsolete---5500
February 200477.0Functionally obsolete---5531
January 200077.0Functionally obsolete---5531
February 199877.0Functionally obsolete---5531
December 199577.0Functionally obsoleteGood-Good5531
November 199376.9Functionally obsolete---5531
December 198976.9Functionally obsolete---5531