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VENTURA BLVD over DRY CANYON CREEK

Map

Coordinates:
+34.16134, -118.63436
34°09'41" N, 118°38'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VENTURA BLVD over DRY CANYON CREEK
Structure number:53C1236
Location:0.3 M E VALLEY CIRCLE BLD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:10.2 ft. [3.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,696 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:67.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$283,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Good7 out of 101569667.3
December 2015Good7 out of 101569667.3
December 2013Good8 out of 101569667.3
December 2011Good8 out of 101569675.2
January 2010Good8 out of 101433075.4
December 2007Good8 out of 101433075.4
June 2004Good8 out of 101433075.4
December 2000Good8 out of 10150096.8
October 1998Good8 out of 10150096.8
September 1996Good8 out of 10150096.8
May 1996Good8 out of 10150096.8
June 1994Good7 out of 10150096.8
April 1990Good7 out of 10150096.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2420400
Wearing Surfacessq. ft.9695100
Bridge Rail
Other Material Bridge Raillinear ft.1414000