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NORDHOFF ST over BULL CREEK

Map 

Coordinates:
+34.23556, -118.49611
34°14'08" N, 118°29'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORDHOFF ST over BULL CREEK
Structure number:53C1259
Location:HAVENHURST AV/PETIT 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:60.0 ft. [18.3 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:95.8 ft. [29.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1967
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:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:42,000 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.9 tons [21.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:56.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$897,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201456.3Functionally obsoleteVery GoodVery GoodGood42000
October 201270.4Functionally obsoleteSatisfactoryGoodGood42000
March 201170.4Functionally obsoleteSatisfactoryGoodGood42000
October 200870.4Functionally obsoleteSatisfactoryGoodGood42000
January 200590.0Not deficientGoodGoodSatisfactory42000
March 200091.1Not deficientGoodGoodGood34100
February 199891.1Not deficientSatisfactoryGoodGood34100
March 199691.1Not deficientSatisfactoryGoodGood34100
December 199390.8Not deficientVery GoodVery GoodGood34100
January 199090.8Not deficientVery GoodVery GoodGood34100