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PARTHENIA ST over BULL CREEK

Map

Coordinates:
+34.22833, -118.49694
34°13'42" N, 118°29'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PARTHENIA ST over BULL CREEK
Structure number:53C1276
Location:HAYVENHRST AV-PETIT AV
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:65.0 ft. [19.8 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,400 [as of 2004]
Truck traffic:2% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:74.1 tons [67.4 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:91.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201491.1GoodVery GoodVery GoodGood-27400
October 201290.0FairFairSatisfactoryGood-27400
March 201190.0FairFairSatisfactoryGood-27400
October 200890.0FairFairSatisfactoryGood-27400
January 200593.2GoodGoodGoodGood-27400
October 200093.1GoodGoodGoodGood-27400
September 199893.1GoodGoodGoodGood-27400
July 199693.1GoodGoodGoodGood-27400
December 199392.9GoodGoodVery GoodGood-27400
January 199092.9GoodGoodVery GoodGood-27400