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PARTHENIA ST over BULL CREEK

Map

Coordinates:
+34.22833, -118.49694
34°13'42" N, 118°29'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2417520
Reinforced Concrete Abutmentlinear ft.4848000
Reinforced Concrete Pileeach11000
Bridge Rail
Other Material Bridge Raillinear ft.3730700
Deck
Reinforced Concrete Slabsq. ft.446440600
Wearing Surfacessq. ft.3603105000