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PARTHENIA ST over ALISO CREEK

Map

Coordinates:
+34.22833, -118.54500
34°13'42" N, 118°32'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARTHENIA ST over ALISO CREEK
Structure number:53C1280
Location:0.1 MI W/O WILBUR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.3 ft. [7.4 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1970
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

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,493 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
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]
Sufficiency rating:82.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201582.0Good7 out of 10-34493
October 201382.0Good7 out of 10-34493
September 201189.9Good7 out of 10-34493
September 200992.4Good8 out of 10-31600
October 200790.3Good8 out of 10-31600
September 200692.4Good8 out of 10-31600
May 200492.4Good8 out of 10-31600
July 200092.9Good8 out of 10-29400
June 199892.9Good8 out of 10-29400
December 199492.9Good8 out of 10-29400
November 199292.6Good8 out of 10-29400
November 199087.3Good8 out of 10-29400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.4844400
Wearing Surfacessq. ft.3082189000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3939000