Share:

VENTURA BLVD over DRY CANYON CREEK

Map 

Coordinates:
+34.16167, -118.63667
34°09'42" N, 118°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201567.3Functionally obsolete---15696
December 201367.3Functionally obsolete---15696
December 201175.2Functionally obsolete---15696
January 201075.4Functionally obsolete---14330
December 200775.4Functionally obsolete---14330
June 200475.4Functionally obsolete---14330
December 200096.8Not deficient---1500
October 199896.8Not deficient---1500
September 199696.8Not deficient---1500
May 199696.8Not deficient---1500
June 199496.8Not deficient---1500
April 199096.8Not deficient---1500