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NORDOFF ST over ALISO CREEK

Map 

Coordinates:
+34.23500, -118.54667
34°14'06" N, 118°32'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORDOFF ST over ALISO CREEK
Structure number:53C1257
Location:0.15 M W/O WILBUR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:17.1 ft. [5.2 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:80.4 ft. [24.5 m]
Deck width edge-to-edge:100.7 ft. [30.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1969
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:32,970 [as of 2009]
Truck traffic:2% 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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$564,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201566.0Functionally obsolete---32970
October 201366.0Functionally obsolete---32970
September 201174.0Functionally obsolete---32970
September 200991.7Not deficient---45000
October 200772.6Functionally obsolete---45000
May 200492.8Not deficient---45000
December 200094.7Not deficient---24800
January 199994.7Not deficient---24800
December 199694.7Not deficient---24800
November 199494.7Not deficient---24800
November 199295.1Not deficient---24800
November 199095.1Not deficient---24800